HomeMy WebLinkAboutSPECIAL EXCEPTION 4.1.8.F TOWN OF SOUTH WINDSOR
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PLANNING AND ZONING COMMISSION
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The Commission will officially receT'�`apllicat8ions
ppllcation NO. �� at either Special or Regular meetings provided they
Received Da c were submitted to the Commission C1 retar4f #Tf d�� y
ction blic Hearing by or agent, at least fourteen (14) da riot t�+� fiiss�o
meeting at which they will be p4gAg4a�tl}Z i'`ti' 'i
No application officially received at a Special Meeting!
Receipt No. CJ w 11 be acted upon at that meeting.
APPLICANT: Roval T,,Tindsor Development Corporation
ADDRESS : P.O. Box 122 , Cromwell, CT 06416 TELEPHONE 635-5811
OWNER OF RECORD ON LAND RECORDS : Roncalli Institute, Inc.
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ADDRESS : 421 Main Street, Cromwell, CT 06416
COMPLETE LOCATION OF PROPERTY: East side of Avery Street
(SEE ATTACHED MAP) '.
ZONE RR
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED : William E. Grace, Esquire, 479 Buckland Road, South Windsor, CT 06074
TELEPHONE 644-1528
THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING)
1 . Zone Change to (public hearing required)
2 . Filing f or Subdivision
3 . Filing for Open Space Subdivision (public hearing required)
4 . Filing for Resubdivision (public hearing required)
XXX 5 . Special Exception to Article 4 8 f (public hearing required)
6 . Site Plan of Development
7 . Removal of Sand, Gravel , Clay or Quarry Stone & Ore (public
hearing required)
8 . Other (explain in detail)
THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY
AND SUBMITTED WITH 6 SETS OF PLANS ( 7 sets if public hearing is required)
ROY F RE SOR,DE E D ON
TBCORPORATION I N G & ZRbNCA p TU NC
By__ : B
Applicant Owner
William E. Grace, Attorney for William E. Grace, Attorney for
PLANNING AND ZONING COMMISSION
TOWN OF SOUTH WINDSOR
Fee Schedule and Policv
1. An application processing fee of $25 per lot ($50 minimum) is required
for: Subdivisions,. resubdivisions, and open space subdivisions.
2. An application processing fee of $50 is required for: Change of Zone,
Zoning Amendment, Special Exception, and Earth Removal or Land Filling
Operations.
3. An application processing fee of $25 is required for Site Development
Plans, except: where new buildings/additions/renovations of 2,000 s. f.
or more are proposed, said fee shall be $50; said fee shall be $500
for Site Development Plans in the Designed Commercial Zone; $50 plus
$5 per dwelling unit for Adult Housing ($500 minimum) .
4. An application processing fee of $10 per acre ($300 minimum) is required
for a Change of Zone/General Plan of Development in the Designed
Commercial Zone.
5. An application processing fee of $100 is required for a Change of Zone/
General Plan of Development in the Multi-Family or DA-15 Residential zones; or
for a Special Exception/General Plan of Development for Adult Housing.
6. An application processing fee of $50 plus $5 per dwelling unit is
required for Special Exception/Site Plan of Development in the Multi-
Family or DA-15 Residential zones ($500.00 minimum).
1. Application processing fees are non-refundable after the application
has been officially received by the Commission. Application processing
fees may be returned prior to the application' s official reception
provided a letter of withdrawal, signed by the applicant, has been
submitted to the Commission prior to the meeting at which said applica-
tior is scheduled to be officially received.
8. Applications unaccompanied by the required application processing fee
are incomplete, and as such may be returned to the applicant and
removed from the Commission' s agenda.
9. Complete applications and required fees shall be submitted at least
fourteen (14) calendar days prior to the Regular or Special Meeting
at :.•hich it will be received.
10. Fees for a previously denied application shall not apply to any
subsequent application. However, when a subdivision, resubdivision,
or open space subdivision application has been denied within the
preceding 12 months or approved for fewer lots than requested, and a
new application for the subject tract is submitted by the same appli-
cant, then the fee for the new application shall be a minimum of $50
Plus $25 for each lot above and beyond the number of lots contained in
the earlier application.
11. A fee of $5 per sign is required for signs to be posted by the
applicant on the subject property.
12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00;
Zoning Map $1.00; fees for other documents is as determined by the
Commission.
13. All checks shall be made payable to "Town of South Windsor."
Adopted: 4/10/84
Revised: 12/4/84
South Windsor
CHECKLIST
.s INFORMATION �`� r � ���•
REQUIRED
SITE PLANS Y�
This checklist must be MAR 3 1988
that all re si ned by plan
for all require information preparer
applications • is Provided, (P.E. /l�Ob1 j �a'ri
items 8-11 re Items Phn ing3geZofjP4UgPPwa&
Check required where appropriate,
mark for each item supplies.
_"_— 1 • On each
sheet for plans
following information : or maps' with title block
✓ th
--"- a• Name
woe, g address and telephone of
`—'-- b. Name applicant .
address and telephone Phone number
✓ Engineer. of Land
or Professional E Surveyor
�-' c• Name of Development, .
--"" d• Date when drawings1
were made.
--- Z• K e (ya
An overall ma
equals 200 feet P drawn to a scale of 1
Metro which can be used as inch
Metropolitan District Ma an overlay on
overall design of the Development his map will show
property within S00 f and surroundinghe
feet.
1"- a • Data block whict:
such as give9 'needed zoning information
percentage of lot n
tract , number of c°verage, acreage of
re uirements apartment units, parking
q , etc.
f b
• Layout of buildings
---" c• Layout of streets and
parking,
`--- d • Lines indicating
. propO9ed drainage system with
direction arrow
�-- e• Lines indicatfn
sdirection arrow • Sanitary sewer system with
—�- f• Names of surrounding property
ZIA P petty owners. ,
M q g • Proposed open spaces and .recr
eation are
h• Driveway as.
y cuts on surrounding yroperties.
3• Architectural Elevations:buildings drawn Plans of 'the
the elevations oto a '� 1 scale of 1�8 r proposed
in sufficient detaill side] of the s 0 Showing
to buildings
---- Architect ' s seal on elevations f show proposed
Styling .
of 5000 square feet (per CGS or buildings in excess
S Chapter 390) , •
Y
Page 2 (Site Plans)
4 . Plot Plan: A layout map of the proposed sit drawn to
a scale of 1 inch equals 40 feet on either of the
following size sheets: ( 1 ) ,. 24" X 36" with a 3/4" ruled
margin ; ( 2) 18" X 24" with a 1/2" ruled margin ,
containing the following data: '
a. Distance and bearings of all boundary lines and
acreage of site. Iron pins required at all
property angle points and shown on map.
_f b. Proposed streets and street lines with center line
stations, curve data, and parking spaces.'
c. Building lines in accordance with zoning
regulations.
d. Proposed buildings and other structures, including
signs , outside lighting, and dumpsters (on concrete
pad and screened)
✓' e. Easements, noting grantors , grantees, and purpose.
r f . Names of abutting property owners.
►� g. Monuments will be indicated at corners and angles
of all streets and at all points of curvature and
tangency . In areas accessible to Metropolitan
District Commission points , or other coordinated
points , the monumented points within proposed site
shall be coordinated . These coordinates shall
appear in tabular form on the plot plan. The
accessibility of these MDC points shall be
determined by the Town Engineer.
h. All open space or other common or public land uses
shall be indicated .
i. A-2 certification; P.E./L.S. Seal.
5. Topographic Map: A map drawn to a scale of 1 inch to
40 feet on sheets not exceeding 24 inches by 36 inches ,
including ruled margins shall in addition to the
requirements of the plot plans show the following:
f a. All existing and proposed buildings.
^/ b . Curb lines and pavement width, sidewalks.
� c. Existing and proposed sanitary sewers. '
d. Existing and proposed water and' gas main systems.
e. Present wooded area indicated by foliag lines .
Any individual trees to be saved should be shown.
["age 3 (Site Plans) '
r
f . Existing and propos d contours shall be shown in
not less than two-foot intervals, but in cases of
relatively level land , the contours shall be
one-foot intervals and spot el vations . ••
g. Regulated wetlands and 100'-year floodplain or note
/ that none are present.
V h. Proposed storm + 8 drainage system, showing all catch
Y
basins , endwalls , manholes , lengths and sizes of
pipes. (Minimum distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches. )
i. Connections of all springs into proposed storm
drainage system as needed.
v Location and indications of existing brook
J . 8
channels , and 100-year flood limits.
✓ k. A-2 Certification; P.E. /L.S, Seal.
6. Landscaping plan.
'✓ 7. Drainage calculations - Zero Runoff Increase per M
attached guidelines. .
8. Traffic report , .-•
9. Plans and Profiles: A plan and profile of the proposed
streets drawn on plan/profile paper of scales 1 inch to
40 feet horizontally, and 1 inch to 4 feet vertically
on sheets -not exceeding 24 inches by 36 inches ,
including ruled margins and containing the following:
✓, a. Layout of streets in sections coordinated by
stations with the profile .
b. Street plan showing roadways and drainage.
c. Sight line at driveway & street intersections.
d . Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent
grade and all vertical curve information.
e. Profile will show all catch basins and all drainage
lines between catch- basins with all invert and top
of frame elevations. Drainage lines will be shown
and described as to material .
N A f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions.
P 8•
Metropolitan District Commission datum shall be
used on all sites accessible to these controls.
The Town Engineer shall, based on standard
engineering practices, determine the accessibility
of these controls.
s� Page 4 (Site Plans)
h. Profiles shall show all sanitary sewer lines and
manholes , including elevations , sizes, lengths , and
slopes of pipes. Top of foundation elevations for
building shall be shown.
10. Open r .
p Space Site Improvement Plans: For sites which
require or include a provision for open spaces , a plan
which contains data for site improvement may be
required . This map shall be drawn to a scale of 1 inch
equals 40 feet.
M1
11 . Sanitary Report: Where individual sanitary
age
disposal systems are proposed , the final plans shallinclude a Sanitary Report certified by a Professional
Engineer . The report shall demonstrate the feasibility
of the proposed individual systems ; the report should
deal with the area as a whole, discussing the following
points:
A a. General nature and development of surrounding area.
AI b. Topography and natural draina
ge pattern.
N A C. Subsurface conditions as shown
by subsurface
investigation , including soil absorption
characteristics, ground water level conditions,
ledge rock, and general nature of soil .
N A d . General des
cription of type of development
contemplated.
N A e. Detailed description f p o proposed sanitary sewage
disposal facilities, indicating sizes for various
ground conditions, materials to be used , and the
general layout pattern to be used, etc . '
----- p p
N/� f . Special precautions that may be necessary to •
provide proper functioning of the proposed disposal
systems.
/V/Aa i
g . Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams, brooks, or
rivers . ••
i. Test results and engineering evaluation per Section
4. 13. 5. .
All information required above is included in this application at the ,,
time of submission.
��. , �•. it� . ',•�41�{��L:�'b•,� fit, j
KPPL A
On UATh
November , 1987 DESIGN PROFESSIONALS, INC.
r 491 BUCKLAND ROAD
UUM.M[INDSOR, CT 06074
SEQUENCE OF CONSTRUCTION
1. Construction to commence between July 1 and November 1 in order
to take advantage of dry s ason for wetlands crossing.
2. Install utilities in Avery St. and catch basins at Avery St.
entrance.
3. Install anti-tracking apron at Avery St. entrance.
4. Install sedimentation and erosion control (SLE) measures along
both sides of entrance drive as shown on the plans.
5. Install temporary 24" culvert in area of brook crossing.
6. Strip topsoil from parking lot area "A" and stockpile as shown, in-
stalling SLE control measures as required and shown.
7. Strip and stockpile topsoil from area of entrance drive, and bring
drive to grade to Sta. 5+0 using fill from vicinity of parking lot
"All.
8. Install utilities to Sta. 6+0.
9. Install proposed box culvert and drainage to Sta. 6+25.
10. Remove or bulkhead temporary 24" culvert after stabilization of box
culvert structure. Bring entrance drive to grade to Sta. 8+0.
11. Rough grade southern leg of Loop Road up to access drive to de-
tention basin area. Sedimentation and erosion control measures as
shown to be installed as construction progresses.
12. Install SLE measures east of detention basin area.
13. Install sanitary sewer from PSMH #1 to PSMH #7.
14. Strip and stockpile topsoil from area of detention basin and
roadway between Sta. 30+0 to 36+0.
15. Construct detention basin including outlet structure and SLE
measures as shown. Use suitable excess material as roadway fill
between Sta. 31+0 and Sta. 35+0, and on service roadway near base
of hill.
16. Install storm drainage from outlet at detention basin to DMH #4
and sanitary sewer to PSMH #9. SLE measures to be employed as con-
struction progresses.
17. Spread loam and seed on all disturbed areas after detention basin
construction is complete. Use mulch to stabilize seed on any slopes
greater than 4:1.
18. Install utilities in road to Sta. 19+50. 8uring this phase and all
subsequent steps, SSE measures shall be installed along roadway as
construction progresses.
19. Connect storm drain from DMH #4 to CB #19, and sanitary from PSMH
#9 to PSMH #23.
20. Prepare subgrade of road to Sta. 19+50 for paving and prepare dis-
turbed shoulder areas for loam L seed. Construction of the building
"Cork" to begin at this time.
21. Rough grade roadway from Sta. 36+0 to Sta. 51+50. Install utilities
in road from PSMH #10 and PCB #39 to Sta. 51+50.
22. Prepare subgrade of road from sta. 38+50 to Sta. 51+50 for paving
and prepare disturbed shoulder areas for loam L seed. Construction
of building "Donegal" to begin at this time.
23. Place pavement, curbing, sidewalk, loam and seed for roadway from
Sta. 0+0 to Sta. 19+50, and Sta. 38+50 to Sta. 51 +50.
24. Install anti-tracking aprons at Sta. 19+50 and Sta. 38+50.
25. Install utilities road from Sta. 19+50 to Sta. 35+30 (DMH #4) .
26. Prepare subgrade of roadway from Sta. 19+50 to Sta. 38+50 for
paving and prepare disturbed shoulder areas for loam and seed. Con-
struction of buildings "Porto Fino" and "Milan" to begin at this
time.
27. Place pavement, curbing, sidewalk, loam and seed for roadway
from Sta. 19+50 to Sta. 38+50.
28. Overall areas to be stabilized with loam and seed. Sloped areas
greater than 4:1 shall also be mulched. Mulch is to be applied to
all areas not stabilized during non-growing seasons.
29. Construction of buildings "Dublin" and "Florence" to begin at
this time.
30. Parking lot areas to be constructed concurrently with building con-
struction.
31. Building periods given are minimum for this project. Minimum con-
struction time would then be from summer of 1988 to winter of 1990.
A fourth building season may also be used for construction.
r. I
RONCALLI AT SOUTH WINDSOR
PLANNING DEPT. REVIEW COMMENTS
Key Map:
✓ - need direction arrows for drainage pipes, sewer pipes
- in zoning data block, clarify that variance was granted
for split frontage
v - show driveway cuts on surrounding properties
Plot Plan:
)C`, - north radius of driveway should not extend beyond east-
west property boundary plane
v - signs, outside lighting?
umpster- aA--1-T--j concrete pad & screen
ddm_ pster for . s-i�.
C/- abuttor2.-
seal; A-2 certificatio
how a Ines
would like to see at least an outline of the detention
basin on the plot plan since it is a significant site
feature
Topog"hic Map:
7- pavement widths?
A-2 certification; PE/LS seal?
Landscaping plan: -
looks terrific!
1v L,
r
r-
TRAFFIC IMPACT STUDY
t--
RONCALLI AT SOUTH WINDSOR
r--
A PROPOSED SENIOR CARE RESIDENTIAL FACILITY
AVERY STREET
SOUTH WINDSOR, CONNECTICUT
PREPARED FOR
01- ROYAL WINDSOR DEVELOPMENT CORPORATION
ENGINEERS
-
r-
r
SURVEYORSPLANNERS STORCH
GEOLOGISTS
MUNiCIPAL SERVICES
LANDSCAPE ARCHITE(-,TS ENGINEERS
ENVIRONMENTAL •
r
TRAFFIC IMPACT STUDY
in connection with
Roncalli at South Windsor
a Proposed Senior Care Residential Facility
Avery Street
South Windsor, Connecticut
Prepared for
Royal Windsor Development Corporation
Prepared by
STORCH ASSOCIATES
161 Main Street
Wethersfield, Connecticut
February 9, 1988
STORCH
ASSOCIATES
TABLE OF CONTENTS
Page
I. INTRODUCTION. . . . . . . . . . . . . . . . . 1
II. TERMS DEFINED . . . . . . . . . . . . . . . . 1
III. EXISTING TRAFFIC CONDITIONS . . . . . . . . . 3
A. Site Description . . . . . . . . . . . . 3
Drawing No. 1 - Area Location Map
Drawing No. 2 - Site Location Map
Drawing No. 3 - Site Plan
Drawing No. 4 - Site Driveway at Avery Street
B. Roadway Geometrics . . . . . . . . . . . 4
C. Existing Traffic Volumes . . . . . . . . 5
D. Roadway Safety . . . . . . . . . . . . . 6
IV. TRAFFIC IMPACT OF PROPOSED FACILITY . . . . . 7
V. CONCLUSION. . . . . . . . . . . . . . . . . . 13
APPENDIX
Descriptive Photographs
Accident Records
Traffic Volume Data
STORCH
ASSOCIATES
I. INTRODUCTION
This report details the analysis and findings of a traffic
impact study which was undertaken in connection with the
proposed construction of a two-story senior residential care
living facility to be located in South Windsor, Connecticut.
The purpose of this report is to document the probable
traffic impact of the proposed facility and to insure safe
traffic operations subsequent to completion of construction.
The scope of the study effort included:
1. Traffic observations
2. Placement of traffic recording devices on Avery
Street
3. Obtaining count data and accident statistics from
State of Connecticut Department of Transportation
(ConnDOT)
4. Estimation of future traffic generation, comparing
with existing like facilities
5. Performance of capacity analysis
_ 6. Review of internal site circulation
II. TERMS DEFINED
In order to clarify the meaning of certain specialized
traffic engineering terms which may be used in this report,
Trip is a one-way movement to or from a site. One car
— entering and leaving a site constitutes two trips.
Traffic Generation is the actual number of vehicle
movements which may reasonably be expected to be attracted
by a specific development. Usually, traffic generation is
expressed as a number of trips.
1
STORCH
ASSOCIATES
Average Daily Traffic (ADT) is the total traffic
generation of a development on a typical working weekday.
Peak Hour Generation is the maximum traffic generation
which may be anticipated during the highest volume hour for
the particular development. This analysis parameter may
vary as to the time of day, depending on the type of
facility proposed. Commercial development normally
generates peak volume rates which fairly closely coincide
with the peak volume rates of the surrounding roadway
network.
Trip Distribution is the process of determining the
proportions of the generated trips that can be expected to
originate or terminate at any location.
Traffic Assignment is the process of assigning the
trips which have been distributed from the various points of
origin to the roadway system which would provide the most
direct route between the points of origin and destination.
Capacity and Level of Service (LOS) are terms utilized
to describe the ability of a roadway intersection to handle
its traffic assignment.
Level of Service (LOS) at unsignalized intersections
such as those involved in the present study are defined in
terms of reserve capacity. Definition of LOS vs. reserve
capacity is given in Table 10-3 of the 1985 Highway Capacity
Manual (Special Report 209) as shown below in the referenced
table:
2
STORCH
ASSOCIATES
LEVEL-OF-SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS
_ Reserve Capacity Level of Expected Delay to
(PCPH) Service Minor Street Traffic
-400 A Little or no delay
300-399 B Short traffic delays
200-299 C Average traffic delays
100-199 D Long traffic delays
0- 99 E Very long traffic delays
A copy of the worksheet for analysis of T intersections
from the Highway Capacity Manual is included in the
Appendix. Capacity calculations in the present report have
utilized CapCalc-85-(DAS) by Roger Creighton Associates.
III. EXISTING TRAFFIC CONDITIONS
A. Site Description
The proposed site consists of 56 acres of
undeveloped land which is irregular in shape and has
moderate slopes. The site is located east of Avery Street
approximately . 5 miles north of Beelzebub Road, diagonally
across from The Philip R. Smith School. Access to the
general area is primarily via I-84. However, Route 74,
Route 30 and Route 83 also serve as major routes to the
facility (See Drawing No. 1, Area Location Map and Drawing
No. 2, Site Location Map) .
It is proposed that the above-described site be
developed through the construction of Roncalli at South
Windsor. Roncalli at South Windsor will be a two-story
senior residential care facility with 257 housing suites ( 74
one-bedroom and 183 two-bedroom) which are planned for
residents who require varying levels of housekeeping,
3
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loam mm AT SOUTH WINDSCFR
0 0 AREA LOCATION MAP 12.171:2-V
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20
ASSOCIATES WETHERSFIELD,CT 0610! DWG. NO. 2
STORCH
ASSOCIATES
dining, health and other support services, and a total of
120 beds are planned for residents who require intermediate
or skilled nursing care (See Drawing No. 3, Site Plan) .
The proposed geometrics of the site drive intersection
at Avery Street include the inbound and outbound segments of
the site drive with radii of 25 ft. and separated by a 35
ft. island. The northerly and southerly sight distances
measured from a point 15 ft. into the approximate site drive
exit location were measured to be 300 ft. and 350 ft.
respectively. Upon approaching Avery Street, the northerly
and southerly sight distances increase to 1,000 ft. and 650
ft. respectively. According to the Transportation and
Traffic Engineering Handbook, 2nd edition, Table 19-8, a
_ driveway which intersects a roadway such as Avery Street
(posted speed-30 mph) , should possess a minimum sight
distance of 300 ft. in each direction.
B. Roadway Geometrics
The geometric characteristics of Avery Street were
carefully examined due to the fact that it will be accessed
directly by the proposed facility. Avery Street is a
residential collector which begins at its intersection with
Route 30 in Manchester and extends approximately 2.5 miles,
to the intersection of Dart Hill Road, South Windsor, . 5
miles north of the proposed site driveway. Avery Street has
recently been resurfaced from the intersection of Kelly
-- Road, northerly passed the site drive to the Dart Hill Road
4
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%s/ee
ASSOCIATES lwaTmannua,CT oom avg. No.
3
STORCH
ASSOCIATES
intersection. In the vicinity of the proposed site
driveway, Avery Street has been widened by 3 ft. and
presently exhibits an average width of 25 ft. North of the
proposed driveway location, Avery Street exhibits relatively
flat topographic features, south of the proposed driveway,
Avery Street exhibits a uniform grade of 5. 5% for
approximately 700 ft. at which point Avery Street declines
at the rate of 5. 5% for approximately 700 ft. Avery Street
then continues in a southerly direction for approximately
two miles where full access to I-84 is available.
C. Existing Traffic Volumes
Points of traffic volume data acquisition included
Avery Street adjacent to the site drive, Avery Street south
-- of Kelly Road, Route 30 at the Manchester town line, Dart
Hill Road, and Route 74 northeast of Dart Hill Road. A
tabular form of all pertinent traffic volume information
appears in Table I and is summarized below.
The latest State traffic count data ( 1983) for Avery
_ Street was recorded at a location south of Kelly Road. The
1983 bi-directional average daily traffic was recorded as
4,500. The AM and PM peak bi-directional counts were 499
(7: 00-8: 00 AM) and 508 (5:00-6:00 PM) . In order to obtain
Avery Street traffic count data at a location closer to the
site driveway, automatic traffic recording devices were
placed adjacent to the proposed site driveway. The ADT at
-' this location was recorded to be 3,026 vehicles for a
5
STORCH
ASSOCIATES
typical weekday. The AM peak period northbound and
southbound traffic at this location was recorded as 46 and
162 respectively. The PM peak period northbound and
southbound traffic was recorded as 189 and 132 respectively.
TABLE I
Count Data
Location Type Volume Source
Avery Street
adjacent to 24 hour
site drive northbound 1,453 1987 Storch
Avery Street
adjacent to 24 hour
site drive southbound 11573 1987 Storch
— Avery Street 24 hour
south of bi-direction
Kelly Road ADT 4,500 1983 ConnDOT
Route 30 24 hour
at Manchester bi-direction
town line ADT 11,100 1983 ConnDOT
Route 74 24 hour
northeast of bi-direction
Dart Hill Rd. ADT 3,400 1983 ConnDOT
Dart Hill Rd. 24 hour
westbound 11680 1986 Storch
Dart Hill Rd. 24 Hour
eastbound 11766 1986 Storch
D. Roadway Safety
— In order to fully assess the safety characteristics
exhibited by Avery Street in the vicinity of the site, the
latest available ConnDOT accident statistics ( 1983-1985)
were obtained for a distance on Avery Street from the
intersection of Beelzebub Road, northerly to the
intersection of Dart Hill Road.
6
STORCH
ASSOCIATES
— During the period of 1983 through 1985 a total of nine
accidents occurred in the above-defined area. Four of the
accidents occurred at the intersection of Beelzebub Road, one
— accident occurred 500 ft. north of Beelzebub Road, one
accident occurred in the vicinity of the proposed site
drive, and three accidents occurred at the intersection of
Dart Hill Road. The accident which occurred near the
proposed site driveway was due to slippery road surface
conditions. Three of the nine accidents occurred as a
result of slippery road surface. Another three were due to
illegal driving activities such as following too close or
improper passing. One accident was due to brake failure,
two were due to unknown reasons.
— The above described type proportional breakdown is not
considered to be unusual or excessive for a roadway such as
Avery Street.
IV. TRAFFIC IMPACT OF PROPOSED FACILITY
Tn order to determine traffic impact on a particular
area due to a facility such as Roncalli at South Windsor,
several factors must be considered.
1. Total site generated traffic volumes
2. Directional distribution of site generated traffic
3. Ability of adjacent roadways to accommodate
additional traffic volumes
Traffic volumes generated by Roncalli at South Windsor
were determined through the utilization of the Institute of
Transportation Engineers (ITE) 1987 Trip Generation Manual
7
STORCH
ASSOCIATES
utilizing rates for congregate care centers on a per unit
basis, and for nursing homes on a per bed basis. The
results of the ITE traffic generation calculations were
verified and expanded through a facility comparison study in
which land use, traffic generation, and parking at a similar
facility within the Hartford area was compared with the
subject facility (see Appendix-Summary of Facility
Comparison Data) .
It was determined that the Gables Facility is a close
match to the Roncalli at South Windsor.
The ITE Trip Generation Manual figures for nursing
homes indicate that a total (entering and exiting) of .14
trips per bed will be generated by a nursing home during the
AM peak hour of adjacent street traffic. For the PM peak
period, a total of . 21 trips per bed will be generated, .05
trips per bed will be entering and . 16 trips per bed will be
exiting. The entering and exiting split information for the
AM period was unavailable. The ITE Trip Generation Manual
figures for congregate care centers indicate that a total of
0.06 trips with .04 entering and .02 exiting per unit, will
be generated during the AM peak period. For the PM peak
period, again a total of 0.17 trips per unit with 0. 10
trips per unit entering and 0.07 trips per unit exiting,
will be generated.
Applying the above generation rates and using the
resulting nursing home traffic generation and congregate
care traffic generation as additive components, the
following traffic generation comparison table was developed
8
STORCH
ASSOCIATES
for the proposed Roncalli at South Windsor facility and the
existing Duncaster facility.
Gables Roncalli
155 units independent living 120 bed nursing facility
257 units congregate care
Traffic Generation ITE: Traffic Generation ITE:
AM PM Daily AM PM Daily
62 62 512 32 69 865
As indicated above, the Gables facility and Roncalli
facility compare rather well in terms of facility use and
traffic generation as computed from ITE generation rates.
As stated earlier, the ITE method of determining site
generated traffic was verified by obtaining driveway counts
at the Gables facility through the placement of automatic
traffic recorder devices. The daily traffic generated by
the Duncaster facility was measured to be 495 vehicles.
During the AM peak period 62 vehicles were counted, 50% were
entering vehicles and 50% were exiting vehicles. During the
PM peak period 62 vehicles were counted, 45% were inbound
and 55% were outbound.
— Storch Associates counts Gables
AM PM Daily
62 62 495
As can be seen from The Gables count data above, the
ITE generation rates for the AM and PM periods are quite
— accurate where as the generation rates for the daily traffic
are slightly conservative.
9
STORCH
ASSOCIATES
Through the utilization of The Gables entering and
exiting percentages for AM and PM peak periods and the ITE
trip generation figures as previously described, the
— following site traffic generation for Roncalli at South
Windsor was established.
TABLE II
Site Traffic Generation
Roncalli at South Windsor
AM Peak Period PM Peak Period Daily
Enter Exit Enter Exit
_ 120-bed
Nursing Home 11 6 6 19 312
257-unit
Congregate Care
Center 10 5 26 18 553
Total 21 11 32 37 865
An important factor in determining traffic impact of a
facility, is determining the directional distribution of the
site generated traffic. Knowing where exiting vehicles are
headed and where entering vehicles are coming from allows us
to develop turning movement volumes at the driveway
intersection with Avery Street which then enables level of
service calculations to be carried out.
From the Storch Associates count data obtained at the
Duncaster facility, it was found that 65% of the AM peak
period site generated traffic are entering vehicles and 64%
of the PM peak period site generated traffic is made up of
10
#
# STORCH ASSOCIATES #
-2 INTERSECTION #
TURNING MOVEMENT DIAGRAM
# Project.......RONCALLI AT SOUTH WINDSOR #
—c Location......SOUTH WINDSOR, CT. #
c Tise Period...AM PEAK #
# Condition.....DESIGN YEAR 1990 #
t #
# FINAL COMBINED VOLUMES #
#
AVERY STREET #
# #
9 I \ 175 i! 0 51 #
175 � 2 #
# 0 172 3 ;1 <------ 0 11 <---- #
0 0 00 i 9 #
0 (---- (-- v
SITE DRIVE
r# eceaa=a.aooxaesnxo==a.oc:a.a..aaa=o:a..amroii===ax=x:=e==ac===aeocaasaoas_:�oaaar�oaa.a #
# N/A
21
# 0 0 0 #
„
# 0 67 #
v #
# 181 67
v
— # AVERY STREET
# #
* STORCH ASSOCIATES
-* INTERSECTION
TURNING MOVEMENT DIAGRAM #
x *
_# Project.......RONCALLI AT SOUTH WINDSOR
Location......SOUTH WINDSOR, CT. #
Tine Period...AN PEAK
* Condition.....DESIGN YEAR 1990 #
* CURRENT BACKGROUND TRAFFIC VOLUMES #
t
k \; AVERY STREET #
k / \ 162 46
—'# 162 11 ------ 0 #
# 0 162 0 <------ 0 0 (---- #
# �f 0 #
* ;; SITE DRIVE
* =sc�sxsssxxssxossxx=ssxssss=sxxxssxn=sssx=siixsoa=sssx=osxn=assassso__=:=asxan=sss=.asx= #
* NIA #
(-- --) ----) 0
* 0 ----- �0 #
* ----) 0 0 ------) 0 46 0
# 0 46 #
# v t� #
# *
_# 162 46
v *
# #
# *
— * AVERY STREET 11 #
* *
* *
_ STORCH ASSOCIATES
INTERSECTION #
TURNING MOVEMENT DIAGRAM
—t Project.......RONCALLI AT SOUTH WINDSOR s
k Location......SOUTH WINDSOR, CT.
# Time Period...AN PEAK
t Condition.....DESIGN YEAR 1990 B
K
FUTURE YEAR BACKGROUND TRAFFIC
# #
AVERY STREET #
* *
* / \ 172 1 49 #
ii It's
ii
* 172 11 '------ 0 #
# 0 172 0 ►; (------ 0 0 (---- *
# It 0 #
SITE DRIVE t
# NIA #
# 0 ------! Is Is1
* 11 ! #
# ----> 0 0 ------> 0 49 0
# 0 49
* v 0�
# 172 49
# v �0
# AVERY STREET
# *
#
STORCH ASSOCIATES #
_# INTERSECTION #
c TURNING MOVEMENT DIAGRAM
t #
# Project.......RONCALLI AT SOUTH WINDSOR
—t Location......SOUTH WINDSOR, CT. #
k Time Period...AN PEAK #
# Condition.....DESIGN YEAR 1990 #
t #
« SITE GENERATED TRAFFIC VOLUMES #
# #
It #
# #
\; AVERY STREET #
# #
E
# v ! #
# f� 113
# #
—# 3 0; ------ P #
# 0 0 3 <------ 0
_# I ------ #
# 0 0 9 #
# 0 (---- (-- v
# „ SITE DRIVE #
# NIA se
# <-- --) ----) 21 #
-- # 0 ------
0 0 ------) !0 0 0 le #
_ # 0 t 18 #
0�
# 9 00 18 #
# v
# AVERY STREET #
# #
# #
_
_
1985 H[M: UNSIGNALIZEO INTEASECTIONS Page-1
_
IOENTIFYING INFOAMATION
...........
wuEPA[oE Auwr1Ir4G SPEED, M/w.JOiQ 5TAEET. . . . . . . . . . . . . . 30
PEAK Houn F:*woron . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AQEw POPULATI[Jw . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
— NAME [)F THE EAST/WEST 5TAEEr . . . . . . . . . . . . . . . . . . . . . Site Drive
rvwME or THE monT*/sOuT* sTnsI*---.T . . . . . . . . . . . . . . . . . . . Avery Street
_
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE [)F THE ANALYSIS ( mm/dd/yy ) . . . . . . . . . . . . . . . . . . 02/02/8-7
_
TIME PEAIOO ANALYZED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 AM Pk-Combined
_
INTEASECTION TYPE AND [:ONTAoi-
---------------------------------------------------------------------
_
INTEnsEoTzoN TYPE: r-ImTsPSsCTIOm
MAJ(:)A STPEET DIAECTI[2N: NOIQTH/SOUTH
_
C'OmTAOL TYPE WESTBOUND: SToP SIGN
_
TAAFFIC VOLUMES
---------------~-----------------------------------------------------
- Ee WB MB s8
LEFT -- 9 3
_
T*AU -- 0 A9 172
_ RIGHT -- 2 18 0
MUMBEA []F LANES
_ 13 W13 WB NB 512,
------- ------- ------- -------
_
LANES
_
_
ADJUSTMENT FAC:TUI,S Page-2
Pr:.:PC:ENT 17,11G •IT TUPN CUPB PADIUS ( f t) AC:CE::I._EPATION LANE
GLADE ANG1._1= FOP RIGHT TURNS I*,orT PI(:;I••IT TUI,NS
EASTROUND --------- ____.... ._....� ..
WESTBOUND 0 . 00 90 s0 N
NOPTHBOUND 0 . 00 90 20 N
SOUTH BOUND 0 . 00 90 20 N
VEHICLE COMIDCISITI(JN
% SU TRUCKS % COMBINATION
AND RIV'S VI»HICL.FS % MOTORICY(.;I_.C=S
EASTBOUND -- '----_ -.---
WESTBOUND 0 0 0
NOPTI--IBOLJND 0 0 0
SDUTHBOUND 0 0 0
C PITIC:Ai._ GAPS
TABULAR VAI_UISS ADJUSTED SIGHT DIST . FINAL
(Table 10---2) VALUE ADJUSTMENT COPITICAL. CAP
MIN0, I,I("1-ITS
WIC 5 .50 5 .50 0 . 00 5 .50
MAJOR LEFTS
ss 5 . 00 5. 00 0 . 00 5.00
MINOP LEFTS
WB 6 .50 6 .50 0 .00 6 .50
CAPACITY AND LEVEL-OF--SEPVICE Pagea--3
POTE*N- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
PATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(peph) c (pcph) c (pcph) c (pcph) C C v LOS
p m SH p SH
MINOP s*rPEE'T'
WB LEFT 1.1 670 668 > 668 > 657 > A
> 711 > 69e >A
FIGHT 2 997 997 > 997 > 99A > A
MAJOP s*rrm=-*i=---r
SB LEFT A 1.000 1.000 1000 996 A
#
# STORCH ASSOCIATES #
-*- INTERSECTION #
TURNING MOVEMENT DIAGRAM #
# #
Project.......RONCALLI AT SOUTH WINDSOR #
Location......SOUTH WINDSOR #
Tise Period...Ph PEAK #
# Condition.....DESIGN YESR 1990 #
#
# FINAL COMBINED VOLUMES #
#
AVERY STREET #
k ! \ 153 20777
#
# v #
# #
# 0 140 13 (------ 0 37 (---- #
# 0 (---- (-- v --) v #
SITE DRIVE #
# NIA #
# (-- --> ----> 32 #
—# 0 ------
0 0 ------) 0 201 19 #
# 0 f 219 #
# v #
— # 172 0 {i 219 #
# v #
# AVERY STREET #
# #
STORCH ASSOCIATES #
# INTERSECTION #
TURNING MOVEMENT DIAGRAM #
#
# Project.......RONCALLI AT SOUTH WINDSOR #
IL Location......SOUTH WINDSOR #
Tiee Period...PH PEAK #
Condition.....DESIGN YESR 1990 #
# #
#
CURRENT BACKGROUND TRAFFIC VOLUMES .#
* #
* *
\; AVERY STREET #
#
/ \ 132 189 #
v #
#
# 132 ------ 0 #
0 132 0 11 <------ 0 0 (---- #
0 #
# �0 SITE DRIVE #
SSSC:tS-SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS-SIISr--3SSSSSSSSSSSSSSSSSSSSSS��SSSSSSSSSSSSSSC #
t NIA #
# 0 ---- i 0 #
—k
k ----) 0 0 ------ 0 189 0
k v #
k #
0�
# 132 1 189 #
--# v #
# AVERY STREET #
# #
-� STORCN ASSOCIATES #
INTERSECTION #
s TURNING MOVEMENT DIAGRAM #
Project.......RONCALLI AT SOUTH WINDSOR #
Location......SOUTH WINDSOR #
# Tise Period...PH PEAK #
Condition.....DESIGN YESR 1990 #
#
* #
FUTURE YEAR BACKGROUND TRAFFIC #
#
# \� AVERY STREET #
# ! \ 140 i ii 201 #
_# v S #
SQ
# 140 �__-- 0 #
—# 0 140 0 <------ 0 0 (---- #
0 #
# 0 (---- (-- v --> v #
SITE DRIVE #
# sxxssssxx3sx=xsasxxaxaaxxsxxssxxsxxcsssss==sii:ocs--xc=-x=asa=a_===so=x=a==n=sa=xs=axosma #
# NIA #
--; (-- --> ----> 0 #
* 0 ----- #
# ----> 0 0 ------ 0 201 0 #
# 0 0� 201
v !0 #
# 140 1 201 #
# AVERY STREET #
# #
#
# STORCH ASSOCIATES #
s INTERSECTION #
TURNING MOVEMENT DIAGRAM #
Project.......RONCALLI AT SOUTH WINDSOR #
Location......SOUTH WINDSOR #
Time Period...Ph PEAK #
# Condition.....DESIGN YESR 1990 #
�r #
�c SITE GENERATED TRAFFIC VOLUMES #
# #
\; AVERY STREET #
# #
/ \ 13 6
v #
# #
13 �k ------ b #
# 0 0 13 0 37 <---- #
# 11 = 0l ------ #
k 0 0 0 11 9 31 #
# !� SITE DRIVE #
k NIA �� #
# (-- --> ----) 32 #
0 ------' #
K !s ! #
# ----) 0 0 ------> 0 0 19 #
t 0 i 19 #
R v #
# #
--* all #
_# 31 all Is 19 #
v #
# #
—# AVERY STREET #
# #
# #
_
_
1985 HCM: UN5IGMALIZED INTEASECTION5 Page-1
IDENTIFYINGINFOAMAT%ON
-----'~~--------------------------------------------------------------
_
AVEAAC�PE PUNNING SPEED , MAJOP 5TAEET. . . . . . . . . . . . . . 30
-- PEAK HOUA F*»CTOQ. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
APE:-'A POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' . . 150000
_
NAME OF THE EAST/WEST STPEET . . . . . . . . . . . . . . . . . . . . . Site Drive
_ NAME OF THE NOATHySOUTH STAEET. . . . . . . . . . . . . . . . . . . Avery Street
NAME OF THE ANALYSTT . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . 0L5
-- I)ATE C)F THE ANALYSIS ( mm/dd/yy ) . . . . . . . . . . . . . . . . . . 02/02/87
TIME PEAIOD ANALYZED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM Pl(-Combined
_
INTEA5EC7ION TYPE AND CONTPOL
_
IMTEA5ECT%ON TYPE: T-If4TEASECTICJN
- MAJOA STAEET DIAECTION: NOATH/SOUTH
CONTAOL TYPE WESTp-(3UND: STOP SIGN
_
rAwFFIC: VOLUMES
--------------------------------------------------------~'--------~---
_
EB WB NB 5B
---- ---- ---- ----
- LEFT -- 31 0 1-3
THAU -- 0 201 1AO
- PIQHT -- 6 19 0
- NUMBEA OF LANES
--------------------------------------------------------------~------
_ EB W13 NB SB
------- ------- ------- -------
LwwEs --
_
_
_
_
ADJUSTMENT FACTORS Page-2
_ -_�__--_--------~--_---_-~~----_~_-_----------------_---__---__-_--___
PERCENT nIGHT TURN CURB RADIUS ( ft) ACCELERATION LANE.
GRADE ANGLE FOR nzc*T ruRws FOP, nzGHT TUPNs
_
--------- ----------- ----------------
EASTBOUND ----- --- --- -
- WESTBOUND 0 . 00 90 30 N
p4CznTHeouwo 0 . 00 90 20 N
_
5C]UTH8OUNO 0 . 00 90 eO w
- VEHICA-E COMPOSITION
---------------------------------------------------------------------
- % sU Tnuoms % COMBINATION
AND AW^5 VEHICLES % MC2TOACYCLES
~---------- -------------EASTBOUND
WESTBOUND --- --- ---
_
WE5TBO0MD o 0 0
- NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
_
CAIT%CAL GAPS
_ TABULAR VALUES VALUES ADJUSTED SIGHT OIST. FINAL
- (Table 1.0-2) VALUE ADJUSTMENT CA%TICAL CAP
-------------- -------- ----------- ------------
` MINOA 1-ZIGHT5
we 5.50 5 .50 0 . 00 5.50
_
MAJOR LErTS
58 5 . 00 5 . 00 0 . 00 5 . 00
_
MINOR' LEFTS
W8 8.50 6 .50 0 .00 6 .50
_
_
--
_
CAPACITY AND I-EVEL-OF'--SEPVICE Page--S
--------------------------------------------------------------------------------
POTEN-- ACTUAL
FLOW- TIAL MOVEMENT SHAPED PESEPVE
PATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (paph) c (pcph) a (paph) 0 = c v LOS
p M SH P 51-1
MINOP, STREET
WB LEFT 38 557 552 > 552 > 51A > A
> 585 > 5AO >A
PIGl--lT 7 856 IB56 > 856 > 849 > A
MAJOP STPIEET
SB LEFT 3.6 9AS 9A3 9AS 927 A
STORCH
ASSOCIATES
exiting vehicles. This type of directional split for the
site driveway is indicative of commuter traffic. It is
reasonable to assume that most of the traffic which is
generated by the facility during the AM peak period and PM
peak period is the result of facility employee traffic.
Therefore, in order to determine the directional
distributions of the site generated traffic, the CRCOG trip
to work statistics with South Windsor as the place of work
were utilized. From the CRCOG statistical information, it
was determined that 9% of the workers at Roncalli at South
Windsor will come from the east, 26% will come from the
west, 13% will come from the north and 17% will come from
the south. Approximately 26% of the workers live and work
in South Windsor and 9% of workers reside outside of the
capitol region.
Assigning the above percentages to routes which a
commuter would logically traverse results in the
determination that during the AM peak period, 85% of the
entering vehicles will utilize Avery Street northbound and
15% of the entering vehicles will utilize Avery Street
southbound. For the PM period, 85% of vehicles exiting the
facility will travel southbound on Avery Street and 15% will
travel northbound on Avery Street. Exiting vehicles in the
morning and entering vehicles in the evening (non-employee
traffic) will follow the directional distribution of
vehicles on Avery Street during those time periods.
11
STORCH
ASSOCIATES
Table III is a summary of the directional distributions
for vehicles entering and exiting the site driveway.
TABLE III
Avery Street Avery Street
Northbound Southbound
AM Peak
_ Entering 85% 15%
Exiting 22% 78%
PM Peak
Entering 59% 41%
Exiting 15% 85%
Through the utilization of the Table III directional
— assignments, as well as the previously described site
generated traffic and Avery Street traffic data, it was
possible to develop traffic flow diagrams for the driveway
intersection at Avery Street. The traffic flow diagrams
were prepared using a Lotus computer program which
illustrates present background traffic volumes, future
background traffic volumes, site generated traffic and 1990
combined traffic (future background and site generated) see
Appendix.
Level of Service calculations for 1990 traffic volume
conditions at the site driveway intersection with Avery
Street were carried out through the utilization of the FHWA
Highway Capacity Software. The HCS software was designed in
accordance with the 1985 Highway Capacity Manual. The 1990
level of service ratings for the AM and PM peak periods were
— found to be level of service "A".
12
V. CONCLUSION STORCH
ASSOCIATES
-
Upon careful review of all data and projected future
conditions, we have determined that no negative traffic
impact will occur as a result of the construction of the
Roncalli at South Windsor facility.
The anticipated site generated traffic volumes were
conservatively estimated and are illustrated graphically in
the Appendix. The 1990 level of service for the site
driveway intersection at Avery Street was determined to be
"A" during AM and PM peak periods.
Sight distances measured at the proposed driveway from
a point 15 ft. east of Avery Street were found to be
adequate.
A review of the latest three-year accident history of
Avery Street in the vicinity of the proposed site driveway
has uncovered no major geometric safety problems. Roadway
geometrics adjacent to the site driveway have recently
improved as a result of recent resurfacing and widening of
Avery Street.
The internal traffic circulation and turning radii for
the proposed site driveway have been reviewed and have been
found to be in accord with ConnDOT standards.
We, therefore, conclude that Roncalli at South Windsor
may proceed as planned without the expectation of any
deleterious traffic impact on Avery Street or any local
roadways within the vicinity of the site.
13
APPENDIX
DRIVEWAY SIGHT DISTANCES
� t
FACING
NORTH
i 0 FROM
O CURB
r
R
{
FACING NORTH
i FROM
• CURB
i
f
+ �r
l4t
J am• . Ott u
Aklw
1
1117
if
yL:irir �i L !�•If�� t fi�t''! i + -
r
i +ram
4 S:
F�yl x- ry
t
. . w •
r
► ► ) ► ► I ► I I I I l I ► I I I I
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE _
TOWN OF S WINDSOR ROAD NUMSER
PREPARED 01 21 87 PERIOD FROM 01 01 83 TO 12 31 BS
MON OA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION ROWY. FACT. CASE A DAY TH TE YR HOUR CONO CONO WEATH TYPE K A 8 C TYPE INJ
! ! ! # t!#!!t#!!!*!t!*tt#!!#!!*tt*##*tt#tltt*tt*t!***i#i#iiili*!!*t!!*!i!###*i!i*!#i#«#!i#i*#i!t!t#i!##!# #!!#t• ! # !
ON 0011 BET 0040 0000 0128 GOOD
ON AVERY ST BET DART HILL RO AND PINE KNOB OR
001*S90 0*2 MI N OF PINE KNOB OR LM NONE 04S270 SUN DEC 04 83 1SS7 OAYLT SLSH SLEET SIOESWP-OP
SLIPPERY SURFACE
NO AUTO PAS VEHICLE SKIOOING IN ROADWAY - - 1 1
SO AUTO PAS _ VEHICLE GOING STRAIGHT _ - - - 1 1
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN-Of__s__tiimosan sOAa-lWMBER
►REPARED 01 20 87 PERIOD FROM 01 01 93 TO 12 31 85
NON DA LIGNT SURF COLLISION INJURIES RAAP TOT
41LEAZE ALPHA DESCRIPTION OF Are LOCATION 209Y. FACT, CASE A DAY Tit lrf: 12 110"R rnum rnme urAlm TVPF CAN ellpy Ili
iii�r iiriifiriifii�iiiriiirfriffiirfirriitiii•iir•rirr�i•ii�sr♦i�r••i�ai+►ar•ft�*sf�iiirii*•it�s�ir�irir�irtirsirr�ri ss* s•i •irii
ON 0011 BET 0015 • • 0000 0128 0000
ON—AyERY ST BET BEES ZEBU8 !S " ' AND PINE rmon be _
l 001.260 .1 MI N OF BEELZEBUB RD ES NONE 164940 SAT FEB 02 45 0913 DAYLT SNOW SNOW FIXED OBJ
SLIPPERY SURFACE
SO AUTO PAS VEHICLE SKIDDING IN ROADWAY
STRU[K UTLTY POLE OFF an LEFT
hPT!4Et#T Of TRASSPORTATION ACCIDENT X Y E
TOWN OF S .IIf'LS3R ROAD NUMBER
PREPARED "u' 3' PERIOD FROM wl Cl S! TO 12 31 F.
M N p L COLLISION INJURIES RAMP TOT
MILEAGE ALPHI DESCRIPTION OF ACC . LOCATION RDlY,, FACT. CASE N DAY TH TE YR HCJP COND COND 4EATH TYPE KABC TYPE INJ
tr rrrr•:•••t••rrrr••part.••r.rrr•rrrrr•w+.••t•+.+s*r•rrrrrrrrr•rrsrr�tw�rr,r++rrrrw.r+rrrrtrwrwrww*+►w*rw*rwwwtw�wrw twtwtwttttwwrrtwt*t
ON %. 1 A _ J#3 G
3 ON AVERY ST AT BEELZ E BUB RD
001 Abil INT L'EELZEBUE RD ES TN RD UI.CIVD ::472 WED JAN 13 54 1330 DAYLT ICE SNOW TURN-INTS
SLIPPERY SURFACE
EB AJTU PAS SKIODEo SLOWING FOR TRAFFIC SIGN
N8 AJTG-Sl• VEII TUR41N� LEFT FR014 PROPER LANE
ON Cr 1 S AT ,;C`11 i Z.11f, 3^CO
y ON BE-ELIEBUd RD AT AVERY ST s r
01.1,1.)1C INT AVERY ST JA TI; RD UVI`IVD 1::19: THU JUN 22 °4 1!3C DAYLT CRY CLOY FIXED OBJ
VEHICLcS PRAKES FAILED
58 AUTC-Sh VEHICLE GOII:G S'R AIGHT
STRUCK FENCING OFF KC AHEAD AND MAIL BOX OFF RD AHEAD
s
CONNECTICUT CEPAPTMLNT Or TR44SPORT&TION 4CCL)E'it EK2ERIE14CE
TOWN OF S ROAD 4, UMBER
PREPARED C' B' PERIOD FROM 0 C1 31 TO 12 31 6!
MON DA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA DESCPIPTION OF ACC. LOCATION R04Y's FACT. CASE •E DAY TH TE YR HOUR COND COND DEATH TYPE K A 0 C TYPE INJ
•titiii��s#tilr.w•���#iwtiwi#t*#tti►ti►#��#**tiltirii#f#i##�ttti�fti►#tir#ft�tw##t##ti#i#*titi�#�i#*###�##t#!ti►A#tit#if•#iiii•i id#i�itiltiii ti i iiti# Rio#i
ON AT cl CP2 26,13 0003 01300
v ON AVERY ST AT WOODLAND OR .
001.143 INT WOODLAND OR JN TN RD UhDIVD 12:424 TUE JUN 11 35 16_3 DAYLT DRY CLEAR OVERTURN
DRVR U%AF)LE TO COPE 4JCONDj DRVR LOST CONT
V8 NOPLD VEH PASSING SAAE DIRECTION Ofi LEFT — — 2 — 2
NO RON COLT VEH PASSlN • .SAME DIRECTION ON LEFT
NB NON CONT STOPPED FOR UNK4OW4 REASON IN TP,AFFIC LANE
oil :'11 AT ;;1c2 0003 Jp00
6 ON AVERV Sr AT WOODLAND OP
J ,*. INT MCODLAI.D DP RA TN R D UhD!V D 25. L THU OCT -4 E4 MF DAYLT DRY CLEAR REAR END
_ DRIVER FOLLOWING TGO, CLOSE
NB AUTO PAS VEHICLE GOING STRAIGHT
NO AUTO PAS STOPPED FOR TRAFFIC SIGf)
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN OF S WINDSOR ROAD NUMBER
PREPARED 01 20 67 PERIOD FROM 01 01 83 TO 12 31 65
RON OA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA DESCRIETION OF ACC . LOCATION . RDWY. FACT, CASE I AT TH TE YR HOUR COND CONO WEATH TYPE K A A C TYPE IINJ
ON 0040 AT 0086 0000 . 0000 0000
—7 ON DART HILL RO AT LAWRENCE RD
000*910 INT OF LAWRENCE RD MW TN RD UNDIVD 073719 THU SEP 06 84 2245 DARK/WO DRY CLEAR HEAD—ON
NO ACTION. UNKNOWN OR CONFLICTING STORIES
WO VEHICLE VEHICLE GOIN6 STRAIGHT
ES AUTO PAS STOPPED FOR TURN LEFT
ON 0086 AT 0040 GOOD DODO DODO
<S ON LAWRENCE RD AT DART HILL RD , 9
0000000 INT DART HILL RD JA TN RD UNDIVO 104912 TUE JAN 31 84 1545 OAYLT SAND CLOY SIOESWP—SM
IMPROPER PASSING MANEUVER
SB AUTO PAS VEH PASSING SAME DIRECTION ON LEFT
SB AUTO PAS STOPPED FOR UNKNOWN REASON IN TRAFFIC LANE
s
4 6 8 0 4 0 4 4 01234S6789 4 6 89 V 6 89 0 4 8 0*•*S 0*NO*33
1 I I I I I I I I I I• I I I I I I I
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN QF S WINDSOR ROAD NUMBER
PREPARED 01 20 67 PERIOD FROM 01 01 83 TO 12 31 85
MON OA LIGHT SURF COLLISION INJURIES RAMP TOT
—ILIUAGE ALPHA nr%CRTPTION OF Att, LOCATION gnuy. FACT. CAkF 2 DAY TH TE YR HOUR Camn rnNn uriTm TYPE K A R r TVPr TMA
tt •t tt *ttttt***t*tttt*ttt*tt***tt**t****t***ttttt*tttttt*tttt*ttt*tttt*ttt*t*t*t***ttttttt*tttt�ttttt�t tt* tt*t • t *
ON 0040 AT call 0000 0000 0000
AN DART HT11 Rp AT AVfRV tT 0 9
000.890 INT AVERY ST JN TN RO UNDIVO 037919 SAT OCT 19 8S 1237 DAYL? WET RAIN REAR ENO
eRTVFR FOCI QUTN6 toe ruas •
E9 TRUCK ST SKIDDED SLOWING FOR STOPPED VEHICLE
E8 AUTO PAS STOPPED FOR TRAFFIC SIGN
0
12345678901234567690123456T8901234S6789012345678901234S678901234S6789 0123456789 012345678901234S67890 2 4 6 890 2 4567890 **SEQ.N0.16
STATE I I ;TA 1 13 _ 1 71 1 WR 13 1 1 1 IT A I 8l
f TE OF CONNECTICUT STATE OF CONNECTICUT '
'DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY AND DATA' PLANNING INVENTORY AND DATA
TRAFFIC RECORDER DATA= i TRAFFIC RECORDER DATA '
TOWN OF SO* WINDSOR ROUTE 74 DIRECTION 8 i TOWN OF S0. WINDSOR ROUTE- 74 DIRECTION 8
LOC N.E. OF DART HILL ROAD LOC S.W. OF FOSTER STREET 112
DAY SUN MON TUES WED THUR FRI SAT I DAY SUN MON TOES WED THUR FRI SA i
DATE p T .
0 0 0 1006 1007 p DATE 0 0 0 1005 1006 0 0
TYPE TYPE
HOUR 1983 ADT = 3400 HOUR 1983 ADT = 6400
BEG *#*#***###**#*#*# BEG
MID 0 0 0 0 0 35 . 0 MID 0 0 0 0 51 0 0
IA 0 0 0 0 0 7 . 0 ► 1A 0 0 0 0 11 0 0
2A 0 0 0 0 0 9 . 0 2A 0 0 0 0 9 0 0
3A 0 0 0 0 0 2 . 0 1 3A 0 0 0 0 8 0 O I
4A 0 0 0 0 0 6 . 0 i 4A 0 0 0 0 16 0 0
SA 0 0 0 0 0 44. p 5A 0 0 0 0 75 0 0
6A 0 0 a 0 0 295• p 6A 0 0 0 0 493 0 0
7 A 0 0 0 0 0 526 . 0 7A , 0 0 0 0 80 4 0 p
8A 0 0 . 0 0 0 203 • 0 8A 0 0 0 0 381 0 0
9A 0 0 0 0 0 134 " 0 = 9A 0 0 0 0 27U 0 0
10A 0 a 0 a 100 0 0 IDA 0 0 0 216 0 0 0
11A D 0 0 0 124 0 0 11A 0 0 D 247 0 0 0
1
12P 0 0 0 0 139 p p 12P 0 ' 0 0 259 0 0 p
1P 0 0 0 0 124 Q 0 1P 0 0 0 265 0 0 0
2P 0 0 0 0 187 ." 0 p 2P 0 0 0 356 0 0 0 ;
3P 0 0 0 0 258 . 0 0 3P 0 0 0 463 0 0 p
4P 0 0 0 0 389. 0 0 .4P 0 0 0 710 0 0 0
SP 0 0 0 0 378 0 0 SP 0 0 0 722 0 0 0 1
6P 0 0 0 0 185• 0 0 6P 0 0 0 449 0 0 0
7P a 0 0 0 131 0 p 7P 0 0 0 323 0 0 0
8P 0 0 0 0 84 0 p 8P 0 0 0 187 0 0 0
9P 0 0 0 0 104 • 0 0 9P a .' 0 D 172 0 9 p i
lop 0 0 a 0 68 . . 0 0 i lop 0 0 0 113 0
11P p p 0 O
D 0 36 .. D 0 1 11P 0 0 0 79 0 0 0 ,
TOT 0 0 0 0 2307 1261 0 TOT 0 0 0 4561 2118 0 O I
RECORDER 265 24 HR = 3568 G - 2 RECORDER 244 ' 24 HR = 6679 G - 2
ILIR iv I I I b�A nu 113c 112 ,I 1LAK 1y6Jl ! I I aj A hu 132 65
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION I DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY AND DATA PLANNING INVENTORY AND DATA
TRAFFIC RECORDER DATA . TRAFFIC RECORDER DATA
TOWN OF S0. WZNOSOR ROUTE : 30 DIRECTION B TOWN OF S0. WINDSOR ROUTE 30 DIRECTION 8
LOC AT MANCHESTER TOWN LINE ' I
LOC WEST OF PIERCE ROAD
DAY SUN MON TUES WED THUR FRI - SAT I DAY SUN MON TOES WED THUR FRI SAT
DATE 0 0 0 1005 1006 0 0 DATE 0 0 0 1005 1006 0 0
TYPE TYPE
HOUR 1983 ADT = 11100 i HOUR 1983 ADT = 10300
BEG ***************** BEG ****** *** ***t*
MID 0 0 0 0 76 0 0 '
MID 0 0 0 0 71 0 0
lA 0 0 0 049 0 0 � lA 0 0 0 0 3D 0 0
2A 0 0 0 0 22 0 0 2A 0 0 0 0 13 0 0
3A 0 0 0 0 20 0 0 1 3A 0 0 0 0 10 0 0
4A 0 0 0 0 26 D D 4A 0 0 J 0 25 0 0
5A 0 0 0 0 113 0 D ; 5A 0 0 0 0 98 0 0
6A 0 0 0 0 637 0 0 6A D 0 0 . 0 643 0 0
7A - D 0 0 � 0 1072 0 0 � 7A 0 : 0 0 0 1278 .0 0
8A 0 0 0 0 699 0 O j 8A 0 0 0 0 692 '0 0
9A 0 0 0 0 598 0 0 9A 0 0 0 D 419 0 0 ,
IDA 0 0 0 535 0 0 p + 10A 0 0 0 384 0 0 0
11A 0 0 0 544 0 0 p 11A 0 0 0 404 0 0 0
12P 0 0 0 667 0 0 p 12P 0 0 0 513 0 0 0
1P 0 0 0 579 0 D 0 1 1P 0 0 0 465 D 0 0
2P 0 0 0 605 D 0 0 -1 2P 0 0 0 570 0 0 0
3P 0 0 0 826 . 0 0 0 3P 0 0 D 739 D 0 0
4P 0 0 0 1111 0 0 0 4P 0 0 0 1119 0 0 0
5P 0 D D 1100 0 D p 5P 0 0 0 1075 0 0 0
6P 0 0 0 693 0 0 0, � 6P 0 D 0 653 0 0 0
7P 0 0 0 496 0 0 p 7P 0 D D 4T7 0 0 0
8P 0 0 0 352 0 0 0 8P oe G 0 279 0 0 0
9P 0 0 0 305 0 0 O I 9P D - 0 0 307 0 0 0
lop 0 0 0 240 0 0 p lop 0 0 0 222 7 0 0
11P 0 0 0 . 148 0 0 0 + lip 0 0 0 144 0 0 0
I
{
TOT D 0 0 8201 3312 0 p TOT 0 0 3 7351 3279 0 0
2
RECORDER 267 24 HR = 10630 G —
RECORDER 266 24 HR = 11513 G 2 + 1
. I
Nu- ii2 #18 I ' YEAn 11.984 I S I A I NO 13Z 51
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION '
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY AND DATA PLANNING INVENTORY AND DATA .
TRAFFIC RECORDER DATA ' TRAFFIC RECORDER -DATA
TOWN OF S0. WINDSOR ROUTE 194 DIRECTION 8, TOWN OF S0. WINDSOR ROUTE' DIRECTION B
LOC N.N. OF SAND HILL ROAD LOC AVERY STREET - SOUTH OF KELLY ROAD
DAY SUN NON TUES WED THUR FRI SAT DAY SUN MON TOES WED THUR FRI SAT
DATE 0 0 0 1005 1006 0 0 DATE 0 0 0 0 1006 1007 0
TYPE TYPE
HOUR 1983 ADT = 13400 i HOUR 1983 ADT = 4500
BEG BEG ** ************t*
MID 0 0 0 0 115 0 0 MID 0 0 0 0 0 31 0
IA 0 0 0 0 55 0 0 lA 0 0 0 0 0 16 0
2A 0 0 0 0 42 0 0 2A 0 0 0 0 0 12 0
3A 0 0 0 0 29 0 0 3A 0 D 0 0 0 5 0
4A 0 0 0 0 46 0 0 4A 0 0 0 0 0 10 0
5A 0 0 0 0 145 0 0 5A 0 0 0 0 0 35 0
6A 0 0 0 0 795 0 0 6A D 0 0 0 0 215 0
7A 0 0 0 0 1224 0 0 7A 0 0 0 0 0 499 0
8A 0 0 0 0 833 0 0 8A 0 0 0 0 0 309 0
9A .0 0 0 675 0 0 0 9A 0 0 0 0 0 209 0
IDA 0 0 0 705 0 0 0 ICA 0 * 0 0 0 177 0 0
11A 0 0 0 706 0 0 C 11A 0 0 0 0 234 0 0
12P 0 0 0 803 0 0 0 12P 0 0 0 0 ' 237 0 0
1P 0 0 0 751 0 ` 0 0 ' 1P 0 0 0 0 228 0 0
2P 0 0 0 806 0 - 0 0 2P 0 0 D 0 321 0 0
3P 0 0 0 977 0 0 0 3P 0 0 0 0 376 0 0
4P 0 0 0 1331 0 0 0 4P 0 0 0 0 458 0 0
5P 0 0 0 1195 0 0 0 5P 0 0 0 0 503 0 0
6P 0 0 0 868 0 0 0 6P 0 0 0 0 347 0 0
7P 0 0 0 584 0 0 0 7P 0 0 0 0 263 0 0
8P 0 0 0 412 a 0 0 I 8P 0 0 0 0 193 0 0
9P 0 0 0 354 0 0 0 9P 0 0 0 '0 184 0 0
lop 0 0 0 241 0 0 0 lop 0 0 0 0 115 0 0
11P 0 0 0 175 0 0 0 j 11P 0 0 0 0 69 0 0
TOT 0 0 0 IOS83 3284 f 0 0 TOT 0 0 0 0 3710 1341 0
RECORDER 258 24 HR = 13867 G - 2 RECORDER 268 24 HR = 5051 G - 1
The ( abler Driveway
File :N:A760-1
Eli-directional
I.-IOUP QUAP'T*1*---P HOUP HOUP) EACl--1 IQEPPESENTS A VEHICLES
OF DAY 1st 2nd 3 r d Ath TOTAL A DASH MEANS HOUP VOLUM.- < 2
12 AM O 0 0 0 0
I AM 0 0 1 0 1.
2 AM 0 0 0 a 0
3 AM 0 a 0 0 a
z4 AM 0 0 0 0 0
5 AM 0 0 19 0 19
6 AM 2 0 0 2
7 AM 0 1 2 A 7
8 AM 7 7 6 G 26
9 AM 113 12 a 7
elo
10 AM IA 3 it 15 A3
11 AM IA 22 9 7 52
12 PM 11 11 15 A At
1. Pm 6 -1 15 5 so
2 PM a 22 17 12 59
I PM 11 1.0 9IA 4A
A PM 17 12 10 10 q 9
5 PM 5 5 6 7 23
6 PM 9 0 6 a is
7 Pm 10 2 0 Z1 16
* PM 5 6 5 5 21.
* PM CI) A 1 2 10
10 PM 2 0 2
it Pm 0 0 0 a a
TOTAL VOI...UMIR. IS A95 VEHICLES .
PEAK HOUnS :
MOPINING PEAK HOUP VOLUME OF 62 BEGINS AT 10 :30 AM 1.3 %)
EVENING Pl=-*Al< HOUP VOLUME OF 62 BEGINS AT 2: 15 PM 13
DATA COLLECTION BEGAN AT A PM ON TUESDAY , JUNE 90 1.987.
The G'ilbles Driveway
1::*i1e *A760--2
Ex i t
-lOUrl QUAPTER HOUP EACl--1 PEPPESENT5 VEHICLES HOUP .41
OF DAY 1st 2nd 3rd A t h TOTAL A 13A51-1 MEANS; HOUR VOLUME < 2
12 AM 0 0 0
I AM 0 0 0 0 0
2 AM 0 0 0 0 0
3 AM 0 2 0 0 2
Zi AM 0 0 0 0 0
5 AM 0 0 2 0 2 iIc
6 AM 1 0 0 0 1
7 AM 0 0 0 2 2
a AM 1 2 1 A a
9 AM (3 (3 5 5 26
1.0 AM a 3 A 7 22
11. AM 11 9 a a 26
3.2 PM ZI 7 7 2 20
I PM A a 7 2 16
* PM 5 11. 9 7 32
* PM 7 3 A 7 21
* PM 7 E) A 2 21
5 PM a 1=1 A A 1A
6 PM A 0 3 2 9
7 PM 2 2 0 2 6
a PM A 2 6 a 15
9 PM 2 a I 1 7
10 PM 0 0 0 0 0
11 Pm 0 0 0 2 2
TOTAL VOLUME IS 252 VEHICLES .
PEAK HOURS :
MOPNING PEAK HOUP VOLUME OF 91 BEGINS AT 10 :30 AM 1.2
EVENING PEAK HOUR VOLUME OF SA BEGINS AT 2: 15 PM Izi %)
DATA COLLECTION BEGAN AT A PM ON TUESDAY, JUNE 9, 1987 .
DPlIVEWAY FILE: *47603
SECONDAPY DPIVEWAY
BI—DIPECTIONAL
QUAPITIERI HOUR HOUP EACH A VEI-ITC1 E-S
01 D A Y :1.s t 2 n d Srcl 'el t h TOTAL A I.-)A!:il--1 MEANS 110UP VOLUME < 2
..........
1.2 AM 0 0 0 0 0
i AM I 0 0 0 I
2 AM q U 0 0 0
a AM 0 0 0 0 0
A AM 0 0 0 O 0
T) AM 0 0 0 3 a
6 AM 1 2 A a 15
7 AM 7 A -7 10 28
El AM 10 a 7 5 so
9 AM 13 13 5 a 19
1.() AM 1.1. 5 6 1.0 32
1:1. AM 5 7 5 .1.2 29
1.2 PM 7 6 10 5 28
l PM 1.3 '43 6 4 26
2 PM A 9 1.A J.9 d110
3 Pm 16 21 1A 1:1. 62
.11 Pm 8 9 17 9 A3
5 PM 10 5 'el Al 23
6 PIl 5 2 2 .19 12
*7 PM a 2 7 1 is
S PM 'el A 3 1 12
9 PIM a 6 0 1 10
1.0 PM 1. 1 0 A 6
11 Pm 5 9 1 1 16
TOTAL VOLUME: IS AXIS VEHICLES .
P,E*A K 1.-10 U PS
MORNING PIE AK HOUR, VOLUME: OF 35 BEGINS AT 7 :A5 AM ( 8
IEVIENING PPKAK HOUP VOLUME OF 6A BEGINS AT 2:Z15 PM ( IZI %)
DATA COLLE'C;TION BEGAN AT 12 PM ON TUESDAY , JUNE' so 1987 .
1:)LJN(:.'ASTI:::I:Z DI:Z:EVI:_::WAY FIl...E :11:11760--el
MAIN DRIVEWAY
Bl--DIPECTIONAL
HOUP QUARTEEP VIOUP HOUPS, EACIFI * P1*-7Pl,-1E*S1'--'NTS Al V r-i-'FlI C I...ES
OF' D A Y Is t 2 n d 3 r d A t h TOTAL A DASFI MEANS HOUR VOLUME < 2
3.2 AM 1 0 0 A
I AM 2 O 0 0 2
2 AM 0 U 0 0 0
'A AM 0 0 0 2 2 SIC
A AM 1. 0 1. 0 2
5 AM 2 0 0 1. a
6 AM 'el 3 A 2 13
* AM 5 5 12 15 37
* AM 6 9 5 10 30
9 AM 13 a 1*7 1*7 55
1.0 AM 1.*7 1 8 1.5 15 55
11 AM 22 10 1.6 21 69
1.2 P M El 9 9 a 11-3 A
I P M 7 9 1.0 7 33
2 PM a :1.2 J. 6 39
3
PM 12 1.0 6 'e'l A 0
A Pm 1.0 22 3 1.2 A 7
* PM 18 1-13 3 2 36
* PM 7 9 2 6 2A
* PM (3 el 2 1A
(:3 PM 9 -3 5 9 20
* PM 10 6 6 0 22
1.() PM 5 .3 1 1 1.0
11 PM 2 0 0 2 A
TOTAL VC)L.LJML-:-* IS 595 VEFIICLES .
Pl:'-.:AK HOUPS :
MORNING FIEAK HOUR VOLUME OF 69 BEGINS AT 11 : 00 AM c 12 %)
E V E N:l:N G 1:1 E A K HOUR VOLUME OF 55 BEGINS AT A : 15 PM 9 %)
DATA CIOLLECTION BEGAN AT 1.2 PM ON TUES DAY, JUNE 300 1.987 .
D U N C A S TE r-'%' D P1 V EW A Y 0-1760-5
MAIN Di;,:[Vl:-7WAY
ENTEPING VEHICLES
-NTS lei QUARITIHIQ HOUP HOU13. EAC--l * r-?I=-*PI:4E!31'--
OF DAY 1.ss t 2 n d 3rcl Ath TOTAL.. A DASH MEANS FIC)UP, V(.)L.UME < 2
...............
L2 AM 0 0 0 0 0
I AM 1 0 0
2 AM 0 0
a AM 0 0 U 2 2
A AM 1. 0 1 0 2
5 A M 1 0 0 1 2
6 AM F2 a 2 1. a
*7 AM -13 Z4 6 11 2-el ***"IC**
8 AM 1-1 7 2 6 1.E-)
9 AM 2 0- a 10 23
1.0 AM 5 -1 5 7 21.
11. AM 7 5 7 9 28
1.2 PM 5 /1 A 3 16
I PM 7 5 5 6 23
2 PM 0 6 2 Z1 12
a, Pm 3 10 Al I is
A PM 2 5 2 6 1.5
5 PM 5 5 1 2 13 '
6 PM a 6 1. 2 3.2
7 PI 2 2 1 0 5
E3 PM 0 0 1 a Al
9 PM 2 1 1 0 A
10 Plm 3. 1 1 0 3
—11 Flm 1 0 0 1 2
TOTAL VOLUME IS 2156 VE-J-110...ES .
PEAK
MOPINING PEAK FIOUP VOLUME OF 28 BEGINS AT 1.1 : 00 AM 1.1
EVENING ICI:-AK HOUR VOLUM.: 01:7 23 BEGINS AT' 1 : 00 PM 9 %)
DATA COLLECTION BEGAN AT 12 PM ON TUESDAY , .JLJNr-:: 130 , 1987 .
DUNCASTEP D1Q,1VEWAY FILE -*--1760....6
MAIN DPIVE-WAY
EXITING VEHICLES
HOUP (atJAPT1:--*P HOUP —------ 1-10(jp EACH A
OF DAY Ist 21-1d 3rd -1 t h TOTAL A DAS1--1 MEANS HOUR VOLUME < 2
12 AM 1 3 0 0 A alc
I AM 1 0 0 1 —
2 AM 0 0 0 0 0 —
3 AM 0 0 0 0 0 —
-el AM 0 0 0 0 0 —
5 AM 1 0 0 0 1 --
6 AM 2 0 2 1 5
7 AM 2 1 6 el 1.3
E3 AM a 2 3 A 12
9 AM it 5 9 7 32
10 AM 1.2 A 10 6 :9.,e1
11 AM 15 5 9 12 -11
12 PM 3 5 5 5 1.8
I Pm 0 A 5 1 10
2 PM E) 6 1.1. 2 27
3 PM 9 (3 2 .13 22
A PM a 1.7 1 6 :32
5 Pm 13 8 2 0 23
6 PM -1 a I A 12
7 PM 6 2 1 0 9
E3 PM a a A 6 16
9 PM (3 5 5 0 is
10 PM A a 0 1 7
11 Pm 1 0 0 1 2
TOTAL VOLUME: IS 339 Vl--H3:('.,'I-E::S .
PEAK HOURNS :
MORNING PEAK HOUR VOLUME OF Al. BEGINS AT 11 : 00 AM 1.2 %)
EVENING PEAK HOUR VOLUME 01::' 37 BEGINS AT A: 15 PM 11.
DATA COLLECTION BEGAN AT 12 PM ON TUESDAY , -L.Jt.)Nr-.:-* so , 198-7 .
AVE PY STP1:::ET , S . WINDSOR F*41:/1-760....
2000 FT . NOP.111-1 OF EVANS C.POSSING.
SOUTH BOUND
1-10U1=., ii7n-cvi • V 1:7 1-11 C111 1::
—(:)F** DAY lut 21-1d a r cl A t h TOTAL A DASI--1 KKANS FI(JUR' VC)I-.t.)Ml:':_* < /I
.....................
1.2 AM 2 2 2 0 6
1 01)M 1. 1. 1 0 3
2 AM 0 0 0
3 1 AM 1. 1. 1 1 A A AM 0 2 2 1. 5
5 AM 5 2 5 7 19
6 AM 1/1 2/1 -113 5/1 :L a 5
*7 AM Ao A 3A 41. 162
B AM 30 21. 26 19 96
9 AM 18 10 1*7 112 72
10 AM 17 :1.8 1.A 9 58
11 AM 18 29 1.7 22 86
12 PM 1.6 3.6 3.9 20 7:1.
I P M 19 12 1 A 19 6 A
2 PM 1.1. 20 20 16 67
3 PM 22 23 33 33 :1.11
Al PM 26 20 25 al. 1.02
5 PM 27 25 37 Al 132
6 PM 2,5 26 23 29 1.0 3
7 PM 2*7 21 22 17 87
B P M 38 2-el 3.3 25 3.00
9 PM 113 ij a 1A AB
1.() Pm 9 1.() 9 -3 3 1.
11. PM 2 'ej 3 2 11
—TO T•AL VOLUME IS 1. 573 VEI-11CLES .
FIOUPS :
MOPINING PE:*AK 1--1OLJP VOLUME OF 18A BEGINS Al' 6:30 AM 1.2 %)
1-KVIHNING PEW< HOUP VOLUMIE OF 132 BEGINS AT 5: 00 PM 8 %)
[)A T'A Co 0 L L E:-*C T"I:0 N Bl-*:C7AN AT 5 PM ON WEDNESDAY , JUNE F2AJ 1.987 .
AVEPY STREE-T , S . WINDSOP '1.:IP-el760....S
2000 FT . NORTH OF E VAN S
N(:)P*T*I--i BOUND
1--1 0 U P, QUAPITEKIQ HOUR 1--1 0 tj P 1EACII-I * P41HEPRIESIENTS
OF DAY I t 2 n d 9rd Atu, TOTAL A DASVI Ml:-::ANS VOLUME. < 11
............ —-----------
1.2 AM A 7 A 2 1.7
I AM 3 1 1 0 5
* AM 1. U 2 2 5
* AM 0 1 0 0 1
le) AM 0 2 0 a2
5 AM a 0 A a 10 aK
6 A M 7 5 10 10 32
7 AM 15 a 16 7 A6
S AM 7 1.'A 9 20 A
9 AM -7 12 13 15 A7
1.0 AM IS 13 15 1.8 59
It AM 2AI 1.9 22 t*;r (32
1.2 PM 16 1.1. 2-1 19 70
1. PI 26 1.5 :1.6 1.9 76
2 PM 13 :1.9 23 2 Z3 78
3 PIM 16 2A 39 so 109
lei PM 26 33 A2 32 133
5 Pm 50 AA 5A At 189
6 PM A 11 S Z-1 20 32 1 S 0
*7 1:11M 30 22 25 2*7 10/1
S PM Po :1.,e1 2A 1.( 76
9 Plm 15 2AI 1.2 1.*7 6(3
:1.0 PM 10 1-2 1.5 6 A BE
J.:L PM 5 7 6 ZI 22
TOTAL VOL.L)Ml::-' 3:S 1. Z153 VEHICLES .
PEAK HOUPS :
MOPNINCA, PEW< FIOUPI VOLUME- OF 83 BEGINS AT 1.0 : A5 AM 6 %)
EVENING PEAK 1-1(:)IJI-4 Vol_tJMI:7 (31:7 1.89 AT 5 : 00 PM 13 %)
DATA COLLECTION BEGAN AT 5 FIM ON WEr)Nr-.::sl:)AY , JUNE: 22AS 1987.
'i I I ! JAY I I In a -aI bA
EATIIEA _.I._1`ROAD SU1%DACE
,� �- LENGTH A Y
LOCATION �� �� ram.. '+� ■`� �_
10 COMPUTED BY
AT m a r.0 A-V n..�- � v CIIECKED BY
11 I/
nME PERIODS MOVEMENT NO. 15 ►MOVEMENT 110. 15 rdoVEMENT No. 15 MOVEMENT N0. MIN.
talN• 141N. 7 9 9 MIN. 10 11 12
1 2 3 JAIN 4 5 6 r0- Al f01A1 I�rAI.
12t�00l�- 12:15
12-15 - 1230.
12 30 - 124�
1245 - 100
iggpLY_.IQJL_ ----
1.00 - 1:15
1: 15 -- -.30
1.30 — 1.45
1: 4 5 — 2.00
IIOURLY TOTAL
2.00 - 2l15
2.15 — 2.30 '
230 — 2.45 ---
2.4 5 — J;00 ----
IIOUflLY TOTAL
5 - 3 W
3:30 - 3.45
3:4 5 - 4.00 —
4.15 - 430 ,Q_ 1 430 — 4:4 5 _C) _ �--
4A5 - �o 3 ` - - F
1 I 0 U R L TOT �-�- °'�- `�� a2 xq
6ta0 .11
5:30
g 1 � a
HOURLY TOTAL ( y
IMACHINE • COUNT,". SU h1ARY .
LOCATI�t•1 r- AtNot
� , ' � i • '�.!•,`Ir= '' 1 ''�LOC�'i•IOP!
- . • .;: •. ',Date ��/l y 1Y;6• �. ; •� . • . •• • ' '
1 j-
Ic •i10 12:15 A Gil 5 12KM-- 12:15
r-
1215 1-- 1230. •6 1� 1 12:15 — 1230. '6 s 15 .6s30 '
611 6s30•
12:30 12-45 12:30 12.45' 6s30- -- G-@45
I24 5 -- I CO6:30 ; Go-4. : ' .
A p C115 - 7:00
IZ:45.- 1.00' G45 - 7:00 '
lJOURLY TOT L DOURLY 7UTaL y,� HOURLY TOTAL - HOURLY TUT. L
I:00 �- . I.15 7;00• 76.15 POO ``- . 1:1.5 7;00 - 7:15
1: 15 .1=30 • • 115. .1:30 .. '.• ' �=15 --- 7 W
' 7=15 • 7.30
13 0 •pie,
5 - 7=30 - 7.45 .i 3 0 •,1:45 7;30 .-- 7:45
I: 45 -. 2*00 7=45 s;Ob 1: 45 --N 2s00 7:46 -' bs00 ,
HOURLY TOTAL HOURLY YOlAL 9 p ,HOURLY TOTAL HOURLY TOTAL o it
?.00 -- 20-15 "`— .2:00 —. 2s I5 0:0 0_15 '
Os00�' 0•.Ir� _ �
2:15 2:30 0 s i5 =•• Os�O 2:15 2:30 0=15 -- Os30
I.
2..30 `" 2:45• G;11 p.�5 230 — 2:45 E1:"3n o'er ,
2 A 5 3:00 s1:00 . 2 A 5 =. 3:00 0:4 5 5:00
HOURLY TOTAL }1oUt2LY• TOTAL 110 Uri LY TOTAL ' ' HOURLY TOTAL
300 :1.5 g:UO 9�1 5 30 -' 3 sl 5' 9:00 - 9s1 5 '
I�
3:15 •_..M3•y0 h=l5 930 3:15 —'...3,;0 9:15, — 900
3A5 9*30 9:45• 3:30 •"'.. 3A5 1 9;30 _ 9:45 4
..•,,0 ..
3:�,� ••• 400 9s�f5 10:00� 3:45'-- ' 4.00. 9:45' -- 10:00
F WRLY TOTAL a HOUR LY• TOTAL: HQV Lt. TOTAL 12,3 HOUR I Y 'TOTAL 1 �
1, 4:13 'I0:0 0 -- 10: 15 400 — ' 4:15' 10:0 0 --- 10: 15
4:I 5 '- 4'320 IOs 15. 10 s30• ' • • 4 915 -- ' 430 lOs 15 - 10=30
1:S 0 w.. �}.� 5 1
•130 "5 low -- 10:45 ! ` ' ', 1Uz0' -- 1045
4:4 5 So00 10:45 111001' 4-:45 500 10:45 - 11 :Co .. ,
II0UPLY TOY - HOURLY TOTAL 6 HOURLY T 0 TAI HOURLY TOTAL z
5:00 - r:15 11:00 111151 5:0 0- :15 11:00 - 11115
5:15 530 11=15 - 11:30. 5:15 ~' 530
• u
5�30 5�S '30 " I I:45'• 5:30 -" ! 5*45 �•�:30 "'I I:�15 = '1 ,
5A 5 6CO 11:4 5 '-121J00?J 5 r4 5 -- 1 6f0 1 I is�!5 ~-I?_1✓i�, � . AVG
► - •A HOURLY TOTAL y }10URLY_TOTAL HIGH HR '
DOURLY TOTAL HOURLY O L 6
Ire
1��� '1^ 110 TM'A I '
' MACHINE . COUNT. SUMMARY
LOCATION s , w/ �v Aso��. � •Locnow No.
wpm _01MIM11,11,101aft
2 .110. 1246 12NOON— 12 s 15 •: .
•6AIA — 6115 6 PM —• G:I S
12215 — 1230. — ' 12.15 —� 1230.' . _ .6=15 —
• 61I5 6=30
12:30 -- IN : 12:30 — 1245 6:30-. " G9.45 .
1245- I c0 6?30 :— G4.5 • 12�45.-. I.�O ,
.. 6.4 5 — 7.00 G�4 5 -• ?:b0
Ii0'JRLY TOTAL
HOURLY TOTAL � OURIY TOTAL, :: •• HOURLY 1'OTAL �
1:00 ,- 1:15 1:00 s
....- 7;00 7115
.. _. I. 15 ._.� r:00 •- 7115
t�
: 15 .I.=30 7115 !~ 7 30 I i 15.-- .1=30 ' . :. ' 7115 — 7 30
130 '�..1:45 - 7:30 — 7145 .130 ,J..45 PW .-- '7:45
1:45 --. 2000 .. 7:45 :_ 6:00 1:45 —.. 2:00 7:46 — 8:00
HOURLY TOTAL HOWLY YOIAL .HOURLY TOTAL• _. HOURLY 7ON%L
200 — 20o15 0=00 00-15 .2:00 —. 2115 ..� 0100— 0_IS
215 —. 2:30 0115 0130 29-15 2:30 0:15 —• 0.30 .
r 0 30 0,45 230 " 2.45 .»..'•:. 8430 Doers"
2 4 5 ': 3:00 g:4 5 :.- 9:00 0:al 5 _
. 2.4 5 _. 3 s00 __. 5:00
HOURLY TOTAL HOURLY TOTAL HOURLY TOTAL lw6l HOURLY TOTAL S- �
300 " 3 sl 5 •• 9:00 911 3:00 '-.• 3=I a '• 9*00 99.15 4
. 3:15 9115 930 9115
3:30 .345 9030 9:45 3.30 3 15 ...»::. ' 9:30 — 9:4 5 ,• e
—
4.
3-45 -- 400 9:45 10000 3:45'— 400. &23 9:45 10:00
OtAL HOUR LY• TOTAL: HQVRLY. TOTAL HOURLY 'TOTAL
-',00 4'15 :» '10:00 -- 10:15 ' ' 400 — 4:15 •• 10:00 10: 15 •
'-- • '
4:15 � 4:30 10=15. — I O=30: 49.15 4W 10115 — 10:30' • • —. . . .
`V3 0 ,� 5 •-� 105 W — 10:45 • 4Z 0 4 4 5 ... 10J 0 — 10••15?
4:4 5 -- 500 10:45 — 11 W, "5 -- v00 . . • 10:4 5 -- 11 :00
HOURLY. TOTM.ep., HOURLY TOTAL HOURLY TOM HOURLY TOTAL ZZ �
5,00 — '':I5 11:00 1 ills! 5:o0 — ' :15 o. 1 I:00 — 11115 w
5:1 S = 530 I I=i 5 - 116-30. 5:15 - 5:30 I I CI . -- 11=30 0
5 30 " 5AS :30 "' 11:45. 5:30 `o 6.45
5:4 5 Gco 11:4 5 ••-121400?4 5:45 — G00 11:4 5 g•Q M i Of yv—..
L �'Ol'AL HOURLY TOTAL 1•�ouRLY TOTAL � �IR
HOURLY TOTAL HOUR Y
1 4 HR.TfTAIn �1 �n �MR11l0 Y A
r
SUMMARY OF FACILITY COMPARISON DATA
The Gables - Retirement Community
Description - 175 apartments, mixed use, studio to two-
bedroom, exact mix was unattainable, all
tenants independent, have not yet completed
construction at time of count, 155 apartments
_ were occupied.
Parking - 98 spac s tentatively planned
59 spac:s presently available
Traffic
Generation
24 hour - 495 vehicles; 24 hour, bi-directional
driveway count
Royal Windsor Development - Multi-level care facility
Description - 120 beds nursing facility; 220 units
independent living
Parking - 279 as per site plan dated July 10, 1987
Traffic
Generation - 1,214 vehicles, 24-hour, bi-directional
driveway estimated usage
Poncalli at SDUth Wil-ICIS01"
SUMMAPY OF TPIP GENERATION PATES
FOPI 25*7 OCCUPIED UNITS OF CONGPEGATE CAPE CTP .
TRIPS PI=-*P (3(-.CLJI3I1z-'D UNITS
02/02/88
AVG MAX Ml N NO. AVGp
TPIP TIQIP TPIP OF SIZE
PATE P A T 1::-* PATE DATA STUDY
AVG WKDY 2-WAY VOL 2 . 15 2. 15 2 . 12 2 182.5
7-9 AM PK HP ENTER O . OA 0 . 05 O . OA 2 182. 5
7-9 AM PK 1-11-',' EXIT 0 . 02 0 . 03 0 . 01 2 182. 5
7--9 AM PK HP. TOTAL 0 . 06 0 . 07 0 . 06 2 182.5
-1-6 PM PK HP ENTErP 0 . 10 0 . 12 0 . 09 2 182. 5
A....6 PM PK HP EXIT 0 . 07 0 . 09 0 . 07 2 1.82.5
A--6 I--,M 1--'K HP TOTAL 0 . 17 0 .21 0 . 16 2 182. 5
AM GEN PK HP ENTER 0 . 08 0 . 08 0 . 07 2 182.5
AM G,1:-:N PK HP EXIT 0 . 07 0 . 08 0 . 07 2 182. 5
AM GEN PK HP TOTAL 0 . 15 0 . 16 0 . 13 2 1.82 .5
PM GEN PK HP ENTER 0 . 13 0 . 13 0 . 12 2 182. 5
PM GEN PK HP EXIT 0 . 08 0 . 09 0 . 08 2 182 .5
PM GEN PK HP, TOTAL 0 . 21 0.21 0 .21 2 182. 5
SATUPDAY 2--WAY VOL. 0 . 00 0 .00 0 . 00 0 0 .0
PK HP ENTEP 0 . 00 0 . 00 0 . 00 0 0 . 0
PK HP EXIT 0 . 00 0 .00 0 . 00 0 0 . 0
PK 1-11:4 ToTAI.- 0 . 00 0 . 00 0 .00 0 0 . 0
SUNDAY 2-WAY VOL. 0 . 00 0 .00 0 . 00 0 0 . 0
PK HP ENTER 0 . 00 0 . 00 0 . 00 0 0 . 0
PK HP EXIT 0 . 00 0 .00 0 . 00 0 0 . 0
PK HIP 'r 0 T A L 0 . 00 0 . 00 0 . 00 0 0 . 0
Note: A zero rate indicates no rate data available
Source : InstitUte of Transportation Engineers
Trip Generation , Ath Edition , 1987.
TPIP GENERATION BY MICPOTRANS
Roncalli At SOLIth Windsor
SUMMARY OF TRIP GENERATION CALCULATION
FOR 25*7 OCCUPIED UNITS OF CONGREGATE CAPE CTP.
02/02/88
DRIVE
AVERAGE ADJUSTMENT WAY
P A T r-:-* FACTOR VOLUME
AVG WKDY 2--WAY VOL 2. 1.5 1 . 00 553
7-9 AM PK ENTER O . OA 1 . 00 10
7-9 AM PK FIR EXIT 0 . 02 1 . 00 5
7-9 AM PK HR TOTAL 0 . 06 1 . 00 15
A-6 PM PK FIR ENTER 0 . 1.0 1 . 00 26
A-6 PM PK HP EXIT 0 . 07 1 . 00 18
A-6 PM PK HP TOTAL 0 . 17 1 . 00 AAl
--------------------------------------------------------------
SATURDAY 2--WAY VOL 0 .00 1 . 00 0
PK HR ENTER 0. 00 1 . 00 0
PK HP EXIT 0 .00 1 . 00 0
PK HP TOTAL 0 .00 1 . 00 0
SUNDAY 2-WAY VOL 0 .00 1 .00 0
PK HIQ ENTER 0. 00 1 . 00 0
PK HP EXIT 0 . 00 1 . 00 0
PK HP TOTAL 0 . 00 1 . 00 0
Note : A zero rate indicates no rate data available
SOUrce: Institute of .Transportation Engineers
Trip Generation , Alth Edition , 1987.
TRIP GENERATION BY MICROTPANS
R 0 1-1 C al:1.J. il t S 0 U t 1-1 W i 1-1 Cl S C)I"
SUMMARY OF- TRIP GENI=-*I-N.ATI(3N RATES
FOP, 1.20 BEDE; OF NURSING HOME
TRIPS 1:11HI1=., 1:-%I:--DS
02 02 SE)
AVG MAX MIN NO . AVG
T P 11::, T P,I P TPIP 0F' 51".Z E
PATERE PATE PATE DATA STUDY
AVG WKDY 2-WAY VOL 2. 60 3.97 1 .(38 IS 1 ll . 8
7---9 AM PK FIR ENTER 0 . 00 0 .00 0 . 00 0 /0 . 0
7-9 AM I'-%I< FIR EXIT 0 . 00 0 . 00 0 . 00 0 46- 0
7--9 AM PK FIR TOTAL 0 . 0* O . Oo 0 . 00 0 /-?- 0
-q-6 PM IDK HP ENTER 0 . 05 0 . 05 0 . 05 1 96. 0
A-6 PM PK FIP EXIT 0 . 16 0 . 16 0 . 1.6 1 96. 0
A-6 PM PK FIR TOTAL 0 .21 0 .21 0 .21 1 96. 0
AM GEN PK I-I P ENTER O . OA 0 .11A 0 .AA 1 203 . 0
AM GEN Pl< H R EXIT 0 . 02 0 . 02 0 . 02 1 203. 0
AM GEN pi< FIR TOTAL 0 . 06 0 . 06 0 . 06 1. 203 . 0
PM GEEN PK HP ENTER 0 . 17 0 .20 0 .20 1 96. 0
PM GEN PK FIR EXIT 0 . 19 0 .23 0 .23 1. 96. 0
PM GEN PK HP TOTAL 0 .36 0 . 36 0 . 36 l ll 2. 0
SATURDAY 2--WAY VOL 2. 1.5 3.53 1 .45 1.7 ll J. .E3
PK HP ENTER 0 . 00 0 . 00 0 . 00 0 0 . 0
PK FIR, EXIT 0 . 00 0 . 00 0 . 00 0 0 . 0
PK i.-IR, TOTAL 0 . 37 0 .53 0 . 26 17 111 .8
SUNDAY 2-WAY VOL 2.36 3 .73 1 . 62 17 1.11 .8
PK 1-4174 ENTER 0 .23 0 . 19 0 . 16 2 149 . 5
PK FIR EXIT 0 . IS 0 .22 0 . 1.0 2 1.-419.5
PK HP TOTAL O . Al 0 . 59 0 .27 1.9 115 . 8
Note: A zero rate indicates no rate di.:Lta available
SDUrce: InstitUte of Transportation Engineers
Trila Generation , -Ath Edition $ 1987.
TRIP GENERATION BY MIC'POTPANS
P0110illli at South Windsor
SUMMARY OF TRIP GENERATION CALCULATION
FOR 120 8.E*DS OF NURSING HOME
02/02/80
--------------------------------------------------------------
DPIVE
AVERAGE ADJUSTMENT WAY
PATE FACTOR VOLUME
AVG WKDY 2---WAY VOL 2. 60 1 . 00 312
7-9 AM PK HP ENTER 0.0a 1 . 00 Ij.0
7--9 AM PK HP EXIT 0 .061 1 . 00 (0.0
7-9 AM PK HP, TOTAL 0.0 1 . 00 /�*o
A-6 PM PK HP ENTER 0 .05 1 . 00 6
A-6 PM PK HP EXIT 0. 16 1 . 00 19
A--6 PM PK H 1Q, TOTAL 0 .21 1 . 00 25
SATURDAY 2--WAY VOL 2. 15 1 . 00 258
PK HP ENTER 0.00 1 . 00 0
PK HR EXIT 0 .00 1 . 00 0
PK HP TOTAL 0 .37 1 . 00 AA
SUN13AY 2-WAY VOL 2.36 1 . 00 283
PK HIS ENTEP 0 .23 1 . 00 28
PK FIR EXIT 0 . 1.8 1 . 00 22
PK HIS TOTAL O.A.t I . 00 A9
Note: A zero rate indicates no rate data available
SOUrce: Institute of Transportation Engineers
Trip Generation , Ath Edition , 1987 .
TRIP GENERATION BY MICROTRANS
Ronc.alli at South Windsor
SUMMARY OF AVERIAGEl' VEHICLE TRIP GENERATION
AVERAGE* WEEKDAY DRIVEWAY VOLUMES
02/02/88
2/1 HOUI:*,, AM Pl< HOUI:*., PM Pl< FlOUl::
TWO--WAY
LAND USE SIZE VOLUME ENTEA, EXIT ENTEP EXII
CONGREGATE CARE CTP. 257 OCCUPIED UNITS 553 10 5 26 1&
NURSING HOME 120 BEDS 31.2 /1,0 6,0 6 1.9
TOTAL (365 /12#0 A 32 27
Note: A zero rate indicates no rate data available
TRIP GENERATION BY MICPOTPANS
_
_
Aonca1li out Smuth Windsor
SUMMAAY OF AVERAGE VEHICLE TRIP GENERATION
. .
sATUADAY AND 5UNDAY DRIVEWAY VOLUMES
— 02/02/8B
_ 5ATUPDAY 5UNOAY
2/4 HQ PEAK HOUR 2A HR PEAK HOi
2-WAY 2-WAY
— LAND USE SIZE VOL . ENTER EXIT VOL. ENTER EXl
.'` -__-__---______-----__________-----_-__----____--__-_-___-_-__--_--______-_
C:ONGQEGATE CAPE C:TP. 257 OCCUPIED UNITS 0 0 0 0 0
NURSING HOME 120 BEDS 258 0 0 203 28 a
_ TOTAL 258 0 0 283 28 �
---------------------------------------------------------------------------'
Note: A zero rate indicates no rate data /avaizable
_
_
_
_
.'
_
_
_
TAIP GENEAATION BY MICAOTAANS
_
UNSIGNALIZED INTERSECTIONS 10-7
TABLE 10-2- CRITICAL GAP CRITERIA FOR UNSIGNALIZED INTERSECTIONS
BASIC CRMCAL OAP FOR PASSENGER CARS.SEC
VEHICLE MANEUVER AVERAGE RUNNING SPEED.MAJOR ROAD
AND 30 MPH 35 MPH
ME OF CONTROL NUMBER OF LANES ON MAJOR ROAD
2 4 2 4
RT from Minor Road
STOP 5.5 5.5 6.5 6.5
YIELD 5.0 5.0 5.5 5.5
LT from Major Road 5.0 5.5 5.5 6.0
Cress Major
Road
STOP 6.0 6.5 7.5 8.0
YIELD 5.5 6.0 6.5 7.0
LT from Minor Road
STOP 6.5 7.0 8.0- 8.5
YIELD 6.0 6.5 7.0 7.5
AND MODIFICATIONS TO CRITICAL GAP.SEC
CONDITION ADIUSTMEAa
RT from Minor Street:Curb radius > 50 ft -0.
or tern angle < 6('
RT from Minor Street:Acceleration lane -13)
provided
All movements:Population Z 250,000 -0.5
_ Restricted sight distance.' up to +1.0
NOTES:Maaimam tool BKrure in critical SIR- 1.0 eer
Maa m Cnwd PP-L3 W-
Fa vabm of avemp ntawei speed bet 30 acrid S3 mph,inw7 tte.
Ths aouunm is made for the aPeei6e asovemeet iatpeeaad by tataeeee'mot 60amm
1000
\ \
•00
S CanGAP T.
- d i00
\ \ \ .0
\ S.5
UJ 400 `
7.5 ` \
�\8.0
zoo
.. Figure 10-3 Potential capacity based zoo .00 coo coo ,coo ,zoo t.00 1600
on conflicting trafc volume and ent- CONFLICTING TRAFFIC STREAMS.V,(VF"
ical gap sizes
NORTHEAST UTILITIES P.O.BOX 450
THE CONNECTICUT LIGHT AND POWER COMPANY ENFIELD,CONNECTICUT 06082-0450
WESTERN MASSACHUSETTS ELECTRIC COMPANY (203)623-2421
HOLYOKE WATER POWER COMPANY
NORTHEAST UTILITIES SERVICE COMPANY
NORTHEAST NUCLEAR ENERGY COMPANY
GEORGE W.RUSSELL
DISTRICT MANAGER
February 17, 1988
Mr. Raymond F. Hallowell, Jr.
Chairman
Planning and Zoning Commission
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Hallowell:
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, n
Carmin Lattell
Gas Consultant
CL:cd
w1ndsor
p���►ntng
g, Zoning colndl ws
bV
43'AMOULAN C'�C99c'eca o • V/ • V .
Copps
February 19, 1988
Mr. Raymond F. Hallowell, Jr.
Chairman
Planning and Zoning Commission
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Hallowell:
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
expr ssed my concerns of the South Windsor Ambulance Corps when responding to '
emergency medical calls at this location.
Aft r 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,
eph R. Russo, Jr.
President and Chief
South Windsor Ambulance Corps
MAR 8 1988
South Windsor
Planning & Zoning Commission
PO Box 705 South Windsor, Connecticut 06074
� o nEAST UT'LMES ! 'T P.O. BOX 450
THE CONNE CTICL11 EIGHT AND POWER COMPANY
ENFIELD,CONNECTICUT 06082-0450
WESTERN MASCA�HI14;k TTS El Ef TRiC COMPANY
HOf YClK(NATER POW!'+COMPANY . (203)623-2421
NCIP7 (A- 107fl P%,Cf C,OM,ANY `
�,y n4R
N(1R1 Nf ec,N�'Ci JAR E NI RoN(,(fMl'A'+,
F�� 1111
GEORGE W RUSSELLCO��Cpj$$IOn
DISTRICT MANAGER planning & LO111(1
February 24, 1988
Mr. M. Paul Lawrence
Roncalli Health Care Management
421 Main Street
P.O. Box 122
Cromwell, CT 06416
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,
O
Theodore J. astva
Energy Consultant
dsj
c: Raymond F. Hallowell, Jr.
MEMORANDUM Town Of
South
TO: Marcia Banach - Director of Planning
. )Windsor
FROM. sgt . Lewis DATE. 3/1 /ss
Police Services
SUBJECT.RONCALLI AT SOUTH WINDSOR
Attached is a draft copy of the Security and Emergency
Readiness Program for the proposed Roncalli at South Windsor .
I have reviewed the program and find the contents very
thorough and complete and acceptable to the South Windsor
Department of Police- Services .
S- 6,
�
Sgt . Gerald Lewis
cc : f ile
Paul Lawrence
APPROVED: DATE:
SWPS-4
(Rev. 9/87)
M
COPY
RONCALLI
AT
SOUTH WINDSOR
PROPOSED
SECURITY AND EMERGENCY
READINESS PROGRAM
r
8 1988
South Windsor
g $ Zoning Commission
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
A. FIRE SAFETY:
1 . GROUNDS:
. Adequate number of fire hydrants are scheduled.
. The site plan and its building foot print has been designed
to permit emergency vehicle and fire apparatus accessibility.
. The existing body of water located to the south side of the
main drive is available for emergency fire prevention.
2. BUILDINGS: (Resident, Administrative and Service)
. All structures will be fire resistant.
. All structures will be sound resistant.
3. SPRINKLER SYSTEM:
. Each building and resident units will be protected by a
sprinkler system.
. An activated sprinkler system will automatically signal
throughtout the effected building, the local fire department,
the on-site security and the management offices.
4. TELEPHONE AND COMMUNICATION SYSTEM:
. All departments and support entities will be equipped with an
advanced telephone system.
. All resident units will be equipped with a phone jack.
. All resident and other prescribed areas will be equipped with
cable TV hook-ups.
. The telephone system will be supported by a emergency power
back up system.
. Each . building will be equipped with a paging and intercom
system.
5. CONSULTANTS:
Independent fire and disaster consultants will be employed as
required.
M
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page
B. EXISTING INDEPENDENT STANDARDS:
The following will be respected and implemented according to need
and requirement.
. The 1985 Public Health Code.
. State of Connecticut Basic Building Code.
. State of connecticut Fire Safety Code.
. The following National Fire Protection Association Standards:
- Life Safety Code, No. 101 .
- Non-Flammable Medical Gasses, No. 56F.
- Essential Electrical Systems, No. 76A.
- Air Conditioning and Ventilating System No. 90A; and
- National Electic Code, No. 70.
- HEW Publication, "Minimum Requirements For Construction and
Equipment for Hospital and Medical Facilities- as Applicable
to Long Term Care Facilities" , No. HRA 79-14500.
- Local Fire, Safety, Health and Building Code Ordinances.
- Other provisions of the State of Connecticut Public Health
Code which may apply.
C. EMERGENCY SERVICES:
1 . EMERGENCY GENERATOR S):
. Each facility.
. Protected by an in-house preventative maintenance program.-
. Protected by an independent service contract.
• Emergency fuel source will be established.
2. EMERGENCY DOMESTIC AND DRINKING WATER SUPPLY:
. Each facility.
. Supplied by contract services.
3. EMERGENCY FOOD INVENTORY.
4. EMERGENCY MEDICAL SUPPLY INVENTORY.
5. EMERGENCY ENERGY/FUEL SUPPLY;
Each facil i.ty. (if required)
. Supplied by contract services.. (not to be stored on site)
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page 3
6. EMERGENCY PERSONNEL:
. Maintenance.
. In addition to security.
7. EMERGENCY PHONE LIST:
. Management.
. Staff.
. Security.
. Public Services.
D. SIGNAGE:
1 . DRIVEWAY ENTRANCE IDENTIFICATION.
2. TRAFFIC CONTROL.
3. DIRECTIONAL.
4. BUILDING IDENTIFICATION: Name and Number.
5. FLOOR PLAN: Each floor of each building will have posted a
floor map identifying the following:
. Floor plan layout.
. "You Are Here" arrow.
. Emergency fire pull box location.
. Fire Extinguisher location.
. Exit sign location.
. Emergency means of egress location.
. Elevator location.
. Stairwell location.
. Fire alarm panel location.
. Resident emergency call for aid panel .
E. CONTRACT SERVICES:
1; ' INDEPENDENT SECURITY: See page 4:
2: EMERGENCY 'D.OMESTIC AND DRINKING WATER -SUPPLY.-
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page 4
3_ TELEPHONE AND PAGING SERVICE_
4. FIRE DISASTER AND EVACUATION CONSULTANTS.
5. EMERGENCY ENERGY/FUEL SERVICE: (NOT STORED ON SITE) .
6. FIRE ALARM SERVICE.
7. EMERGENCY CALL AND/OR NURSE CALL SERVICE.
8. SNOW REMOVAL AND SANDING CONTRACT.
9. MEDICAL EQUIPMENT SERVICE CONTRACT.
F. LIGHTING: (SEE ATTACHED) .
G. SECURITY:
1 . CONTRACT SERVICES:
The Roncalli at South Windsor complex requires adequate security
service. It has been proposed to protect the noted site with a
fully licensed, . trained and qualified security organization.
The service should commence upon ground breaking, construction
and maintained during full operation.
The protection will include but not be limited to the following:
. 24 Hour On Site Service.
. Identified department and office facilities on site.
. Posted security personnel within each building.
. Daily foot patrol .
. Vehicle patrol .
. Resident identification roster.
. Resident, management and staff vehicle identification roster.
Implementation of appropriate security program.
2. DOOR ALARM SECURITY SYSTEM:
. All means of egress will be alarmed. Each system will have
the ability to automatically and-electrically alert authori-
ties at a *central source of control .
. The main entrance for all residential or nursing facility
wi 1 l .be a.l armed and 1-ocked- 24 hours per day where appropr rate.
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page
. Access to any residential facility or non-public area can be
realized in the following manner:
- Master key.
- Resident key.
- Telephone: Other than the nursing facility, each and every
resident building vestibul will be equipped with a wall
mounted phone and directory. Communication and possible
entry can be realized by dialing for security personnel ,
management or resident.
- Fire Alarm: Each main entrance will automatically unlock
once the building's fire alarm system is activated. This
will permit the immediate entrance of all emergency person-
nel . The same doors will automatically re-lock once the
noted fire alarm panel is re-set.
- Emergency Manual : In the event that the automatic electric
door release foils, each main entrance will be equipped
with an emergency exterior key box or computerized code
panel for immediate entrance by emergency personel (i .e. ,
fire department, police, ambulance service) .
H. EMERGENCY SERVICES: -Call for assistance.
1 . IN-HOUSE:
. Management, staff and/or nursing personnel available 24 hours
per day.
. All buildings are equipped with code required fire disaster
equipment.
Each living unit and/or nursing home unit is equipped with
appropriate emergency call equipment and/or a nurse call
system.
. Each congregate resident unit will be electrically connected
to a management computerized panel . Each resident is identi-
fied within a computer system requiring daily communication
by 10:00 A.M.
Phone communication available.
-2. INDEPENDENT:'
. Call 911 .
. Fire Department Pul-1 Box_
Personal Service.
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page 6
. Public.
In the event that emergency or independent services are re-
quired, immediate access to each building and individual living
units can be realized in the following manner:
. All buildings will be identified by a name and number.
. Each name and number will be posted on a sign visible by
drivers and/or pedestrians.
Each sign will be illuminated during night hours.
Each building will be adequately illuminiated.
. The on-site security department will have an authorized list
of vendors, emergency contract services, residents and staff
personnel .
Emergency access to each building can be realized as noted
under Door Alarm System referencing access above.
In addition to a residents phone, emergency call system,
smoke detector system and other support devices, each struc-
ture will be equipped with an external emergency call light
system. Once activated by security, management, resident
and/or staff, the flashing light will serve as a beacon for
emergency service.
. On-site exterior emergency call boxes will be available. Each
will be tied directly to the security office.
I . AMBULANCE SERVICE:
. Contract Services.
. Local and Public Service.
J. NUCLEAR DISASTER READINESS PROGRAM:
. As required by state and federal regulation.
. Prepared by independent consultants.
K. FIRE DISASTER AND EVACUATION PROGRAM:
. As required by -state and federal regulation.
Prepared by independent consultants and submitted to local
authorities for approval .
RONCALLI AT SOUTH WINDSOR
PLANNED
SECURITY AND SAFETY PROJECTION
Page 7
L. EMERGENCY PERSONNEL:
. Established roster.
. Qualified tradesperson.
• In addition to security organization.
M. MAINTENANCE DEPARTMENT: In-House.
f
Sow 6dxO*
Roncalli at South Windsor
Drainage Calculations
Prepared by: Design Professionals, Inc .
491 Buckland Road
South Windsor , CT 06074
March B. 1988
Project No. 86-126
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AyvO �Jsrjr�vrio.✓ 3�rs.,0, r,2q-/,-*40%0
�Z. - D�Tr•v7/ewI_� d'•15�✓ . - i1vA�Ys�s. -. =_J'i�_sT�A� - - .
,�
1
1 �
Roncalli at South Windsor
Detention Basin — Proposed Conditions
70
60
50
40
U
C
3
30
20
10
0
11 13 15 17 19 21 23 25
Time in Hours
C io Year- _o + 10 Year Out 50 Year In a 50 Year OtJ�'
.a
� r
r r
Roncalli at South Windsor
Detention Basin -- Summarry
26
24XS
22 - X,
20 '
18
16 - X0
X,
14
c
0- 7X,
0 12
G
10
S
XN
/N
4 XN
XX
/N
�XN N
D
2 10 25 50 100
Storm Return Period — Years
® Existing Flow ® Proposed Flow
Roncalli at South Windsor
Detention Basin Performance Summary
II I 1 I tl
115tore I Peak FIDN I % Var. I Max. 11
. II 1 Exist. Prop. I I Elev. 11
11 2 1 1.0 1 M I 150.4 1 234.94 11
11 10 1 690 1 5.2 1 -13.3 1 236.68 II
11 25 1 10.0 1 7.1 1 -2V A 1 237.45 II
11 50 1 1390 1 12.5 1 -398 1 237.71 11
11 100 1 10.0 1 25,0 1 38.9 1 238.07 11
1
Roncalli at South Windsor
Detention Basin Performance
- - Proposed Conditions - -
24 hour type III storms, SCS TR-55 Tabular Hydrograph Method
11 Time, 1 2 year store 1 10 year storm 1 25 year storm 1 50 year storm 1 100 year storm 11
11 hours I flow, cfs I flow, cfs I flow, cfs I flow, cfs I flaw, cfs II
II I In Out I In Out I In Out I In Out I In Out II
II-------I ----------------I ----------------I ----------------I ----------------I ----------------11
II 11.0 1 1.00 1 0.00 1 2.00 1 0.00 1 3.00 1 0.00 1 3.00 1 0.00 1 4.00 1 0.00 II
If 11.3 1 1.00 1 0.10 1 3.00 I 0.20 1 3.00 1 0.20 1 4.00 1 0.30 1 5.00 1 0.40 II
11 11.6 1 2.00 1 0.15 1 4.00 1 0.40 1 5.00 1 0.50 1 6.00 1 0.60 1 7.00 1 0.80 11
11 11.9 1 5.00 1 0.50 1 12.00 1 0.95 1 15.00 1 1.00 1 18.00 1 1.20 1 21.00 1 1.50 II
II 12.0 1 8.00 1 0.60 1 16.00 1 1.10 1 21.00 1 1.20 1 25.00 1 1.30 1 29.00 1 1.80 II
II 12.1 1 14.00 1 0.80 1 29.00 1 1.40 1 37.00 1 2.00 1 44.00 1 2.40 1 52.00 1 2.90 II
11 12.2 1 24.00 1 1.00 1 46.00 1 2.00 1 58.00 1 3.00 1 69.00 1 4.00 1 80.00 1 4.30 II
11 12.3 1 19.00 1 1.30 1 37.00 1 3.40 1 47.00 1 4.40 1 56.00 1 5.90 1 65.00 1 7.70 II
11 12.4 1 13.00 1 1.50 1 24.00 1 4.00 1 30.00 1 5.40 1 36.00 1 6.90 1 42.00 1 14.10 II
II 12.5 1 10.00 1 1.70 1 18.00 1 4.40 1 23.00 1 6.20 1 2B.00 I B.50 1 32.00 1 19.10 11
1{ 12.6 1 7.00 1 2.00 1 13.00 1 4.70 1 17.00 1 6.50 1 20.00 1 10.70 1 23.00 1 25.05 II
II 12.7 1 5.00 1 2.20 1 9.00 1 4.90 1 11.00 1 6.BO 1 14.00 1 12.10 1 16.00 1 21.00 II
It 12.8 1 5.00 1 2.25 1 8.00 1 5.00 1 10.00 1 6.90 1 13.00 1 12.49 1 16.00 1 19.50 II
11 12.8 1 4.00 1 2.30 1 7.00 1 5.10 1 9.00 1 7.00 1 11.00 1 12.20 1 12.00 1 1B.00 II
II 13.0 1 3.00 1 2.40 1 6.00 1 5.20 1 7.00 1 7.10 1 9.00 1 11.30 1 10.00 1 14.50 11
II 13.2 1 3.00 1 2.50 1 5.00 1 5.21 1 6.00 1 7.00 1 7.00 1 10.10 1 8.00 1 12.10 it
II 13.4 1 3.00 1 2.50 1 4.00 1 5.15 1 5.00 1 7.00 1 6.00 1 8.90 1 8.00 1 10.20 II
II 13.5 1 3.00 1 2.52 1 4.00 1 5.10 1 5.00 1 6.90 1 6.00 1 8.60 1 8.00 1 9.70 II
II 13.6 1 2.00 1 2.50 I 4.00 1 5.05 1 5.00 1 6.95 1 6.00 1 8.50 1 7.00 1 9.30 II
11 13.0 1 2.00 1 2.50 1 4.00 1 5.00 1 5.00 1 6.70 1 6.00 1 9.20 1 7.00 1 8.70 II
II 14.0 1 2.00 1 2.40 1 4.00 1 4.90 1 4.00 1 6.50 1 5.00 1 8.00 1 6.00 1 8.50 II
I1 14.3 1 2.00 1 2.40 1 3.00 1 4.70 1 4.00 1 6.30 1 5.00 1 7.60 1 5.00 1 8.00 II
11 14.6 1 2.00 1 2.30 I 3.00 1 4.65 1 4.00 1 6.10 1 4.00 1 7.20 1 5.00 1 7.70 II
II 15.0 1 2.00 1 2.30 1 3.00 1 4.40 1 3.00 1 5.70 1 4.00 1 6.80 1 4.00 1 7.10 II
II 15.5 1 1.00 1 2.10 1 2.00 1 4.20 1 3.00 1 5.20 1 3.00 1 6.30 1 4.00 1 6.70 II
II 16.0 1 1.00 1 1.90 1 2.00 1 3.90 1 2.00 1 4.70 1 3.00 1 5.70 1 3.00 1 6.20 II
II 16.5 1 1.00 1 1.70 1 2.00 1 3.70 1 2.00 1 4.40 1 2.00 1 5.10 1 3.00 1 5.60 it
II 17.0 1 1.00 1 1.50 1 1.00 1 3.50 1 2.00 1 4.10 1 2.00 1 4.60 1 3.00 1 5.10 II
11 17.5 1 1.00 1 1.40 1 1.00 1 3.20 1 2.00 1 3.80 1 2.00 1 4.20 1 2.00 1 4.70 11
II 18.0 1 1.00 1 1.40 1 1.00 1 2.90 1 1.00 1 3.60 1 2.00 1 3.70 1 2.00 1 4.20 II
II 19.0 1 1.00 1 1.30 1 1.00 1 2.10 1 1.00 1 3.10 1 1.00 1 3.00 1 2.00 1 3.70 II
11 20.0 1 1.00 1 1.20 1 1.00 1 1.40 1 1.00 1 2.60 1 1.00 1 2.20 1 2.00 1 3.30 11
II 22.0 1 0.00 1 0.90 1 1.00 1 1.20 1 1.00 1 1.40 1 1.00 1 1.30 1 1.00 1 2.60 11
If 26.0 1 0.00 1 0.40 1 0.00 1 0.60 1 0.00 1 1.10 1 0.00 1 0.70 1 0.00 1 1.20 11
11 I i II
D
-_._
Roncalli at South Windsor
Detention Basin Outflow vs. Head
Flow line 6' 232.50 Orifice Cd: 0.62
Flow line 15 234.50 Grate P/2: 4.32
Grate El.: 238.00 Grate A/2: 2.21
Spillway El. 238.50
Elevation H Above Flow from Flow from Flow from Flow from Total
(ft) FL 6' 6' (cfs) 15' (cfs) grate (cfs) Spillway Flow
(cfs) (cfs)
232.50 0 0.000 0.000 0 0 0.00
233.00 0.5 0.691 0.000 0 0 0.69
233.30 0.8 0.874 0.000 0 0 0.87
233.50 1 0.977 0.000 0 0 0.9B
233.70 1.2 1.070 0.000 0 0 1.07
233.90 1.4 1.156 0.000 0 0 1.16
234.10 1.6 1.236 0.000 0 0 1.24
234.30 1.8 1.311 0.000 0 0 1.31
234.50 2 1.392 0.000 0 0 1.38
234.70 2.2 1.449 0.530 0 0 1.98
235.00 2.5 1.545 1.110 0 0 2.65
235.50 3 1.692 1.600 0 0 3.29
236.00 3.5 1.828 2.000 0 0 3.83
236.50 4 1.954 2.800 0 0 4.75
237.00 4.5 2.072 4.000 0 0 6.07
237.50 5 2.184 5.000 0 0 7.18
238.00 5.5 2.291 6.500 0 0 8.79
238.10 5.6 2.312 7.500 0.432 0 10.24
238.50 6 2.393 10.600 5.180 0 18.17
238.70 6.2 2.432 9.654 6.510 20.00 3B.60
238.75 6.25 2.442 10.576 6.840 35.00 54.86
238.85 6.35 2.462 11.423 7.510 54.00 75.39
230.95 6.45 2.481 11.505 8.830 79.00 101.90
_ i I, �, 11 I , ,, {. ,�� I �f , �{ Ir „ � .'c•. I }, I .. trl , �,�� v� �{, ��`j
,
f f AvErr, r lr•. ,..
, � (•+, .� I ,; i i 1 I I �:'t'' I { r•i 1 � f t,i 1 ', � } 1.;,'{, ��• f t•,;,.1 '�.., I I ire„•:•,
Ir' i ' ' ' ' ttr •�rl
..... .. . .... .....
' ZMo
0 sue/ GY�}su►v1 L T/Z•4/�N�yyi�.f�- ,r-S d dia.�/
s= s,►G qo s►•dG slo�r� .rrG . ;;� � /1 = � .
a
olo -
Zo a, z9
s�o D-4 g
70 p•60 q,t :-
�o o.64
v
4 a O. O 1Z.
stZS�: - - -
-
**** VELOCITY AND DEPTH OF FLOW IN OPEN CHANNELS ****
CHANNEL CROSS-SECTION:
1 = Rectangular 2 = Trapezoidal 3 = Triangular
4 = Circular '
1 , 2, 3 or 4? 4
Diameter ( Inches) ? 48
Manning ' s n? .012
Channel slope (ft/ft ) ? .A05
Q (cfs) ? 79
Water depth = 30.09841 in. , Velocity = 9.526914 ft/sec .
Full capacity = 110.0855 cfs, velocity full = 8.756338 ft/sec .
Ok
. .
'
' '
t.rr'7G-'TJ i l.Ji�TiT I-MJ" f IL:.F i rVi] - - V G�R�1 lJl�i
Fi--co,ject : Ronca1l i at South Windsor User : src Date: 01-25-88
�cur�ty : Hartford State: CT Checked: ____ Dates --------
ubti.tle: Detention basin ExWrl"G CorJcrnaNs
Data: Drai>>age Area 16.6 * Acres
Runoff Curve Number 33 *
'rime of Concentration: 0.49 * Hours
Rainfall Type III
Fond and Swamp Area NONE
umbel- --------•-•--•-•--i--_._.:1- i -2_ 13 1 4 ( I b I 7
I Storm N _ 1 _
`_,1'ci�_----- I- 2__ 1 J__ 1 it,-- 1- 25 1 5(.� I iDU
I Frequency y 1 I
1 I 1 I I I I
- 1 24--Hr Rainfall ( in) 1 2.6 1 3.2 1 4.1 1 4.7 1 5.5 1 6.2 1 6.9
1 1 1 1 1 I 1 1 1 ,
1 Ia/F' Ratio 1 0.68 1 0.55 1 0.43 I 0.38 I 0.32 I o.29 i 0.26 I
I 1 I I I 1
1 1 1
I Used 1 0.5�_� 1 0.50 1 0.43 1 0.38 1 0.32 1 o.29 1 0.26 1
I I I
I I I I 1 I
1 Runoff ( i n) 1 0.07 1 0.20 1 0.48 1 0.73 1 1 . 10 1 1 .47 1 1 .68 I
1 I
I Unit F'eak Discharge 10.300 10.300 10.387 10.458 10.521 10.552 10.567
I (cfs/acre/i n) 1 1 I I 1
I 1 1 1 I 1 • 1 I
i Pcoid and Swamp Fac f or 11 .00 1 1 .iii 1 1 .00 1 1 .Bata 1 1 .t 0 1 1 .00'- 1 1 .00
Fonds Used
I re-it:: Discharge (cfs) I �� 1 _•__ 1 1 3 1 6 1 10
_I
Valt.tr-(5) provided from TR-55 system routines
TR--55 GRAPH I CAI,. DISCHARGE METHOD VERS I OU1 1 . 1 1
ti4
Project : Roncal l i at South Windsor User: src D-ate: 01-25-08
County : Hartford State: CT Checked: Date:
Sub t,i t l e: Swamp Area -- EXISTING CONDITIONS
Data: Drainage Area : 79 * Acres
Runoff Curve Number Z 62 *
Time of Concentration: 0.61 * Hours
Rainfall Type III
Pond and Swamp Area 9.8 Acres 12.4 % of Drainage Area
I Storm plumber I i 1 2 1 3 1 4 1 5 1 6 1 7 1
{ ----------------------- _____ I __.___I I------ I _____ I i I
1 Frequency (yrs) 1 1 1 2 1 5 1 10 1 25 1 50 1 100 0 1
{ I ! I ! t I 1 I
124-Hr Rainfall ( in) I 2.6 1 3.2 1 4. 1 1 4.7 1 5.5 1 6.2 1 6.9 1
i I I I I I I I
I I a/P Ratio 1 o.47 1 0.38 1 0.30 1 0.26 1 0.22 1 0.20 1 0. 1B I
I Runoff ( in) 1 0.25 1 0.48 1 0.92 1 1 .26 1 1 .76 1 2.23 1 2.73 I
! I • I I I I I I I
I Unit Peak , Discharge 10.312 10.412 10.495 10.513 10.531 10.543 10.552 1
1 (cfs/acre/in)
• { I I I 1 i 1 I I
I Pond and Swamp Factor1 0.72 1 0.72 ! 0.72 1 0.72 1 0.72 1 0.72 1 0.72 1
1 5.0% Ponds Used I I ' 1 I I - I I I
I Peak Discharge (cfs) 1 4 1 11 1 26 1 37 1 53 1 69 1 B6 I
* - Value(s) provided from TR--55 system routines
n
TR--55 GRAPHICAL DISCHARGE MET110D VERSION i . 1 i
1�i
Project : Roncal l i at South Windsor User : arc Date: 61--25-88
County : Hartford State: CT Checked: Bate:
Subtitle: Detent i un basin - PROPOSED CONDITIONS
r Data: Drainage Area = 16.93 * Acres
Runoff Curve Number = 80 �
Time of Concentration: C3. 11 Hours
Rainfall Type : III
Pond and Swamp Area : NONE •
I Storm Number i i I 2 1 3 1 4 1 5 1 6 1 t7 I
I ----------------------I______I------I------I __.___ I------I __-.__
I Frequency (yr s) I 1 1 2 1 5 1 10 1 25 1 50 1 100 1
I I I I I I I I I
124-Hr Rainfall ( in) 1 2.6 1 3.2 1 4. 1 1 4.7 ! 5.5 1 6.2 1 6.9 1
1 Ia/P Ratio 1 0. 19 1 0. 16 1 0. 12 1 0. 11 1 0.(.)9 1 0.08 1 0.07 1
Used 1 0. 19 1 0. 16 1 0. 12 1 0. 11 1 0. 10 1 0. its 1 0. 10 1
! I I I I 1 I ! 1
I Runoff ( in) 1 0.96 1 1 .4(� 1 2. 12 1 2.63 1 3.33 1 3.96 1 4.60 1
1 I I I I I I I 1
I Unit Peak Discharge 10.967 10.987 11 .005 11 .013 11 .016 11 .016 11 .o16 I
I (cfs/acre/ivi) 1 I I ! I ( I !
I 1 I I I I 1 I I
Pond and Swamp Fac toy- 11 .00 1 1 .00 1 1 .c:0 1 1 .00 1 1 .00 1 1 .00 1 1 .00 1
1 0.0% Fonds Used I I I I I I I I
I Peak Discharge (cfs) ! 16 1 23 1 36 1 45 1 57 1 6€3 1 • 79 1
* - Value(s) provided from TR--55 system routines
TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . 11
Project : Roncalli at South Windsor User: src Date: 01-25-88
Cot-.tasty : Hartford State: ur Checked: ---- Date: --------
Subtitle: Swamp Area - PROPOSED CONDITIONS
Data: Drainage Area 79 * Acres
Runoff Curve Number 64 *
Time of Concentration: 0.61 * Hours
Rainfall Type III
Pond and Swamp Area 9.8 Acres 12.4 % of Drainage Area
I Storm Number 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1
---------------------- ------I ------I ------ I------I------ I ------
I Frequency (yrs) I 1 1 2 1 5 1 10 1 25 1 50 1 100 1
I 24-Hr Rainfall ( in) 1 2.6 1 3.2 1 4. 1 1 4.7 1 5.5 1 6.2 1 6.9 1
I la/P Ratio 1 0.43 1 0.35 1 0.27 1 0.24 1 0.20 1 0. 18 1 0. 16 1
I Runoff ( in) 1 0.31 1 0.56 1 1 .03 1 1 .39 1 1 .91 1 2.41 1 2.93 1
1 Unit Peak Discharge 10.356 10.445 10.506 10.523 10.540 10.551 10.559 1
(cfs/acre/in)
I Pond and Swamp Far_for l 0.72 1 0.72 1 0.72 1 0.72 1 .0.72 1 0.72 1 0.72 1
1 5.0% Ponds Used I
I*:eak Discharge (cfs) 1 6 1 14 1 30 1 41 1 59 1 75 1 93 1
Value(s) provided from TR-55 system routines
TR-55i�TORABE VOLUMIEF-iT[]R bE1E"NT]��N-8A81NG--~---- VERS%OCi i1 --
Project x Roncalli at South Windsor User: src Dateo .01-25-88
County : Hartford State: CT Checked: ---~ Date: --------
Subtitle: Detention basin - PROPOSED CONDITIONS
' Drainage Area: 16"93 Acres Rainfall Frequency: 10 years
Rainfall-Type: III
' Runoff 2"6 inches .
Peak Inflow: 45. 15041 cfs
Peak Outflow: 6 cfs .
' Detention Basin Storage Volume: 1 "37 inches or 1 "? acre feet
- -- - TR-55 STORAGE VOLUME FOR DETENTION
-8Ag --��
Project x Roncalli at South Windsor User: src Date: 01-25^~88
County : Hartford State: CT Checked: Date:
Subtitle: Detention basin - PROPOSED CONDITIONS
Drainage Area: 16.93 Acres Rainfall Frequency: 100 years
Rainfall-Type: III
Runoff: 4"6 inches -
Peak Inflow: 79. 18726 cfs
Peak Outflow: 18 cfs
Detention Basin Storage Volume: 1 "99 inches or r`^ 2"8 acre feet
. .
_
. .
- .
�
i'
`
`
'
. .
.
' � .
. . '
" ..
'
.
"
.
. . . ..` '
. ` .
. . . `
' .
' .
. ^
. . ..
`
TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11
-
_ Project : Roncalli at South Windsor User: src Date: 01-25-88
County : Hartford State: CT Checked: ____ Date: --------
Subtitle: Detention basin Ckm-rijocr COND�T�Ow�s
______...____________._______________..__-_-____-______________-_______-___-________
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
.___________________________________--__--__-------------__--.-------_--________--___
OTHER AGRICULTURAL LANDS ,
Brush - brush, weed, grass mix fair - 2.00(56) - -
good 4.6(48) - -
Woods good - 10.0(55) - -
Total Area (by Hydrologic Soil Group ) 16.6
TOTAL DRAINAGE AREA: 16.6- Acres WEIGHTED CURVE NUMBER:53*•
--•_--••--•------------__-_______-_--____-__-_______-____._
TR--55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11
Project : Roncalli at South Windsor User: src Date= 01-25-88
County : Hartford State: CT Checked: ____ Date: ---------
Subtitle: Detention basin Ex.sT"v Co.-zvs'r:ow�&
___________.___________________--___-_-----_-_-__-----_______-__-________________
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft ) code (sq/ft ) (ft ) (ft/sec ) (hr )
_____________---____-___-___________________--_-_____-------_____-____---------
Sheet 3.2 200 0.02 f 0.414
Shallow Concent ' d 400 0.02 u 0.049
Open Channel Goo ,' 0.06 .03 4.0 8.0 0.029
Time of Concentration
- Sheet Flow Sur-Face Codes ----
A Smooth Surface F Grass, Dense --- Shallow Concentrated ----
B Fallow (No Res. ) G Grass, Eurrnuda --- Surface Codes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short
* - Generated for use by GRAPHIC method
IF --55 CURVE—NUMDEFFCOMPUTATION_ .. .......... -VERSION'--Y. 11__.-_.
F"ro ject : Roncalli at South Windsor User : src Dat s 01w-25-88
Lc:LAVIty : Hartford State: CT Checked: Date-. - .-------
SUbtitle: Swamp Area -- EXISTING CONDITIONS
..._-...-_..--------_....--rw..----r_+......r.....r_rr---------------...--------w ---*------------
Hydrologic Soil Group
COVER DESCRIPTION A P C" D.
Acres (CN)'
_________.__-w_--._____-..___r__-.-__w_______-______r__--_r-_-»--- -___-_r-
FULLY DEVELOPED URBAN AREAS (Veg Es t ab. )
Residential districts Avg % impery
(by average lot size)
1/2 acre 25 - 26.0(70) -- -
OTHER AGRICULTURAL LANDS
BF-Ush -- brush, weed, grass miX fair -- 23.5(56) -
Woods fair - 29.5(60) "-
j
Total Area (by Hydrologic Soil. Group) 79
TOTAL_ DRAINAGE AREA: 79 Acres WEIGHTED CURVE NUMBER:62*
--TTR--55�TcM and-TtyTHRU SUBAFIEA~COMPUT'ATIO ERS-ION-i.i i
F.`i-o jest Rorica.l 1 i at South Windsor User : sra Date: 'u1--25-88
COLAVIty Hartford State: CT Checked: ___,� Dater --------
Subtitle: Swamp Area - EXISTING CONDITIONS
--------------------------------
Flow
Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft ) (ft/ft) code (sq/ft ) (ft) (ft/sec) (hr )
.....r..._._....___-- -_------___----r_-.r----.-r___`-J-------_i-rr-~-__---1-----'-----------.w--.----.w--•.��•_�-r--�_.-/---.__r_-_
Sheet 3.2 200 0.01 f o.546
4-)allow Concent 'd 200 0.04 p 0.014
Open Channel 1600 8.3 0.054
Time of Concentrat i,on . = 0.61*
---- Sheet Flow Surface Codes ---
A S6100th Surface F= Grass, Dense --- Shallow Concentrated ---
B FaIllow (No Res. ) G Grass.. Burmuda --- Surface Codes ---
C' Cultivated < 20 % Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved,
E Grass-Range, Short
- Generated for use by GRAPHIC method
---- ------
r rr. and It TFRU SUBAREA COMP01*41TON i-3-
o
Project : Roncal l i at South Windsor User: src Date: 01-2;-88
t'c u n t y : Hartford State. CT Checked: __-- Dates
Gubtitle: Detention basin -- PROPOSED CONDITIONS
._...._.._•..«._..�.......__�_...-....._...r_..�._...._�__.__....._r._........_..�..._.._...�.�.__._.-_�.._r.__-__�..�rw�......_..�__rr...._._rw..+-r.._r.. r ..r�r.�_rrr.�
S=Io%,j Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft ) (ft/ft ) code (sq/ft) (ft) (ft/sec) (hr )
__._______-_r-__------------------------.wfr..r-__--_..-
heet 3.2 200 0.01 a 0.046
CAI• a l 1.t_-w Concent 'd ?tic i O.o4 u 0.017
Opeyi Channel 1 15 3Q 9.6 0.044
4
Time of Concentration -= 0. 11*
a�ex�ss
Sheet Flow Sur-face Cedes
A S(1100th SUI-face F Grasso Dense ---- Shallow Concentrated ----
D Fallow (No Res. ) G Grass, Bermuda ---- Surface Codes
C: Cultivated PC `/. Res. F•i Woods, Light P Paved
D Cultivated :> �'_0 % Res. I Woods, Dense U Unpaved
E Grass--Range, Shur t
-- Generated far use by (GRAPHIC: method
__._.._... TR-55 CURVE NUMBER COMPUTATION -�- �- -� ,;' VERSION
Project : Ronc-al l i at South Windsor User: src Date: ..01-25-88
CCILAnty : Hartford State: CT Checked: ____ Dates --------
Subtitle: Detention basin - PROPOSED CONDITIONS
..•..r......«_.«..._...-_...__.n....w..tir_rr.rr_r r_�.rw•.«.r�.r r.•-rr._..-__rr w.wr.�_.r-r._r..•�•�._•Y•.YI-_--wrw_r_w_.n_rr_r w Yr-WYi�w. �Y�-r.w�_.r_
Hydrologic Soil Group
COVER DESCRIPTION A. 8 C � D
Acres (CN)
._..... .w.........__.«_.��..._..._..._. _._.._..._. «.___..«...._........_..err.._........r.�r rL------.rw._..+r.. -----rr.r-w.------------W..w fir.w.------
FULLY DEVELOPED URBAN AREAS (Veg Est ab. )
open space (Lawns.parkas etc . )
Good condition; grass cover' •> 75% 8.23(61 )
Impervious Oreas
Paved parking lots, roofs, driveways •- 8.70(98) ' - -
Total Area (by Hydrologic Sail Group) 16.9
...«.._.��... _.._._.....-......_ _........_ .__....... _....._ .. ....__.__._.....r... ... ------------- .+-r-r.. --r-
TOTAL DRAINAGE AREA: 16.93 Acres WEIGHTED CURVE NUMBERa80* i
----._-_..r._..•._-•.._.+..----r_._w_.-_...-----------rwrrrr----_-r.rr...,irr..w-------rrrrr._.��r..r�w..rY�Y►rwrr r..rr•Y
-- Generated for use by GRAPHIC method
' 4
.b c
t
IR---55 G'URVE NUMEIER COMPUTATION VERSION 1 . 11
4A
Project : Roncalli at South Windsor Users src Date: 01-25-88
County : Hartford State: CT Checked ---- Date: --------
Subtitle: Swamp Area - PROPOSED CONDITIONS
------------------------------------------------- ------------------------ -------
Hydrologic Soil Group
COVER DESCRip,rION A B C ' " , D
Acres (CN)
-----------
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Open space (Lawns- ,parks etc . )
Good condition; grass cover > 75% 2.57(61 )
Impervious Areas
Paved pay-king lots, roofs,, driveways 3.33(98)
Residential districts Avg % impery
(by average lot size)
1/2 acre . 25 26.0(70)
OTHER AGRICULTURAL LANDS
Brush brush, weed, grass mix fair
Woods fair
Total Area (by Hydrologic Soil Group) 79
.......------------------------------------------------------- ----------------------------
TOTAL DRAINAGE AREA: 79 Acres WEIGHTED CURVE NUMBER:64*
-------------------------------
Tc and Tt THRU SUBARL'A COMPUTATION——
1::'roject : Roncalli at South Windsor User : src Dates 01-25-88
('01AI-Ity : Hartford •, 0 State: CT Checkeds ---- Dates , --------
Subtitle: Swamp Area - PROPOSED CONDITIONS
------------------------------------:-----------------------------------
Flow 'Type 2 year Length Slope Surface 11 Area ' Wp ' Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-------------------------------------- ------- ---------7--------
Sheet 3.2 200 0.01 0.546
(13hallow �oncent 'd 200 0.04 p 0.014
Open Channel 1600 8.3 0.054
Time,,of- Concentratir 0.61* .
--- Sheet Flow Surface Codes
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res. ) 6 Grass, Burmuda Surface Codes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
U CtAltivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short
Generated for use by GRAPHIC method
�outri wzndsor rage I
Date: 03/07/88
' ~~
********************************
**
**
** DETENTION BASIN ANALYSIS **
** design professionals, inc . **
**
**
********************************
Storm frequency: 2 years.
Outlet type: 6 & 15 Inch .
Parameters data filex 126D2.DAT
*** ELEVATION AND VOLUME DATA ***
Elev. (ft ) Area (sf) Volume (cf)
232.50 18543. 0.
234.00 16872. 22766"
.^ 236.00 21537. 61080.
238.00 26428. 108961 .
238.50 27708. 122494"
, 240.00 31546. 166904.
'
*** HEAD AND OUTFLOW DATA ***
Head (ft) Qmut (cfs)
.00 ~00
.80 ^87
1 .00 ' ^98
1 .20 1 .07
1 "60 1 .24
38
2.00 1 .38
2.20 1 .98
65
2.50 2.65
8.00 3.29
.
.3 83
3.50
7 4 �5
4.00 "
07
4"50 6.07
18
5"00 7. 18
E3.79
5.50
10 24
5"��0 "
1�
18
6.00 .
6.20 36.60
88
54
6.25 .
6"35 75"39
6.45 101 "90
- 126.t]UT ~
'
I j J (J P fit
f I FD 01
J. 2
1,
CI
P1
91
3 5
.:1(7)*11)r
J r..
.3 ►
b 2
..........I 1- •7`7
7)
:2
en v.1
:1 7
........s in e
6
C 6 2" )' (" 2 13 3
250 1 7 2 3 6 3 8'-7'8 254()1 384c,*)7 234 32
260. 1 .3 2.2 64798. 26737. 38060. 234.80
'0%
4'�',P,8037 4 37460
1.0,��
'300'
3 36-
��N 1,T
3
0". V j� "�:''
eo
wl
am
7P.-O-964
03 0 44,
V�n
400
, 31
:7 1 ,4
4
420 j�*A Z9
S
'360 T ZP,1,3598
10 3"' P.34;3f
430. '
P,9
.4400' �5 399.,
ued,
'Af
126.OUT
°A7OR: dsor page 3
l Vol . in Vol . out Storage Elev.
mi��. � fs. cfs. cf. cf. cf. ft .
45188. 28409. 234.29
r 98. 45969. 27629. 2 34.25
73598. 46741 . 26856. 234.21
47505. 26093. 234 . 17
?3598. 48260. 25q�7. 234. 13
5'm. 73�vR. 49007. 24590. 234. 1(/
' v. 98. 49745. 23852. 23// .06
73598. 50474. 23124. 234.02
7359R. 51192. 22406. 233.98
54v. . o � .2 73598. 51899. 21699. 233.93
735'�R. 52593. 21004. 233.89
'73598. 53277. 20321 . 233.84
71 233.
59R. 53949. 19649. 79
73598. 34609. 1U988. 233.75
735'v8. 55�59. 1833R. 233.7i
5��B98. 17'700. 233. 67
73598. 56525. 1'/072 . 233.6p
] 6456. 233.58
' 6 )� . .P 1 ./) 73598. 5'7747. 13851 . 233.54
73598. 5834F . 15256. 233.51
58925. 2
_ �f<`. .0 .9 73598. 59496. 14101 . 233.43
60055. 13�43. 233.3�
735q8. 60602. 12996. 233.36
67o, .0 .� 73598. 61136. 12461 . 233.32
73598. 61659. 11939. 233.29
71CI. .0 .8 73590,. 62162. 11436. 233.25
735�8. 62643. 10954. 233.22
63104. 10493. 233. 19
7 . .0 .7 735'y8
�(/ . 63546. 10051 . 233. 16
1/13598. 63969. 9628. 233. 13
73598. 64375. 9223. 233. 11
73598. 6*763. 8834. 233.08
73598. 651n5. 84L,2 . 233.06
73598. 65491 . 8106. 23�.03
73598. 65833. '�'765. 233.01
0. .0 .5 7�59R. 6616«. 7'�38. 232.99
82'`. .0 .5 73598. 66473. 7125. 232.97
8�0. .o .5 73598. 66773. 6825. 232.95
84v. .0 3598. 6706'0. 6537. 232.93
O5o. .0 .4 '735'f8. 67335. 6�62. 232.91
�6o. .� .4 7359O. 67599. 5999. 232.90
�98. 67851 . 5'746. 232.89
.4 7359�. 68093. 5504. 232.86
- co`ltinued -
'
'
- 126.OUT -
JU�: >>`nca Wouth Windsor Page 4
Tjmr U ) n Q wu out Storage Elev .
to r . cf . cf . ft .
'
'73598. 68325. 5272. 232.85
QQo R. 68547. 5050. 232.83
91.1/. .o .3 72 7598. 68760. 4838. 232.82
. 3 73598. 68963. 4634. 232.R1
'0 .3 73598. 69159. 4439. 232.79
. 3 73598. 69fs45. i2. 232.78
. 7. 73598. 69525. 4073. 232.77
.3 73598. 69696. 3902. 232.76
"M598. 69860. 3737. 232.75
r811. .« .3 73598. 70018. 3580. 232.'74
79o . .'` .2 7TA598. 70168. 3429. 232.73
1o2o 7359O 3285. 232.7('.*..?
1 ')] (`. 7 98. 70451 . 3146. 232.71
735n8. 70583. 3014. �32.7o
.2 7:359P. 7071 2887. 232.69
1(A4N. .0 .2 73598. 2766. 232.68
73598. 70948. 2649. 232.67
' � (:"6(*:). .0 .P 73598. 71060. 2538. 282.6'7
107 P. 73598. 71167. 2431 . 2112.66
i '70098. 71269 . 2328. 232 .65
'
�UM�1ARY OF BASIN OPERATION
11 * 1mom j `A | s .
Mal, imum outflow �' 2.52 cfs. at 150. mI 11.
mum wxter e] evatioi i = 224.94 at ] 50. min.
7'`ry
'
_
�
k^7
�Y_ V.** *****��***************** ~~
�° **
* v DL [�M [lON BA�lN ANALY8lS *�
�� desiqo prnfessionals , inc . **
* ~ *�
rto. o, r`
L 14^�
F'arame ems da17 a filp: I 1)10.D1)T
|�| IVATTON 0HD VOLUME D0T0 ***
Area (sf) Volume (c�)
' 23 ,c' 21537 . 0 .
P38 .Qo 244Fo8.
27708 249/� .
_ 240,o0 3 \ 546. 166904.
'
v** | |EAD AND OUTFLOW DATA ***
� |pad / ft ) Q�ut (cfs)
l . 0 . 98
1 .07
24
2 . 0^ 1 .38
2.2o l .98
V .50 2.65
3. 3.29
3.50 3.R3
4.(`o 4.75
� .5Q 6.07
5.00 7. 18
8.79
5.60 i/).24
6.�0 18. 17
6.20 38.60
�.25 54.R6
75.39
6.45 101 .��
^ .
- 126.OUT -
4.1
J/}P: R'21 it:a1 ] i - 900t>I b|in'jsor Page 2
Time p 1n to uuh Vol . in Vol . out Stnrage Elev.
m` it. cFs. cfs . cF,. cf . c ft .
1321 . 25. i296. 232.59
3021 . 11 *. 2908. 232.69
. ilk) . .7 .3 5055. 277. 4778. 232.81
7/,o8. 527. 7081 . 232 .97
11493. 233.26
6o. Cl W. 1489 . 18626. 233.73
'7U. . 3 1 . 6 36335. 2235. 3A299. 234.60
n�. 3�.'� �. 6 6�835. 39 42. 56892. 235.78
90 . ] O.0 4. 4 175195. 6357. 68837. MIS.GO
1oW '/ .9 n3375 , 9162. 13. 236.56
6.8 88445. 12174, 76271 . 236.63
1 6.0 5.2 IN2295. 15265. 7703Q. 236.67
130. 5.02 �5645. 18388. 77257. 236.68
\ //» . 4 .3 5.2 98495. 21510. 236.6�
100935. 2460�. 7633� . 236.64
] 60 5. 27647. 75688. 23b.61
105735. 30 14151 . 75083. 236.58
inc,. // .(` 4.9 108135. 3?617. 74517. 236.56
/� .8 11v368. 36544. 7382� . 236.5�
ON. 3.0 '` .7 112275. 39415. 72859. 23�.49
21 42234. 71841 . 236.A5
- ��� , ��.v 4 .� � � 5875. 45006. 70869. 236.� 1
3.0 4 .5 � 17675. 47734. 69941 . 236.3?
2 ] 19473. 50421 . 69054. 236.33
2.7 4./� 121175. �3�66. . 68109. 236.2n
122675. 55664. 6'7011 . 236.25
123975. 5O208. 65767. 236.20
p8'/, l251'75. 60693. 4482. 236. 14
4 .0 i26375. �n12(�. 63255. 236.09
65492 236.»//
2.0 3.0 1287775. 6781. l . 60964. 235.99
K`/>. p .0 of i29975. 70087 . 1 i9888. 235.9'F
131175. 72327. 381347. 235.88
3,6 | J22'75 . 74532. 5'/743. 235.83
�50 76697. 56478. 235.76
3.5 8816. n5059. 235./a9
37o . 1 .') 3.4 l34475. 80R86. 53589. 235.61
39'' . ( .0 3.3 135075. 82O)7. 52168. 235.53
301 EA88». 5(Y795. 235.46
13617�i. R6798. 49376. 235.39
1 /`. .3 �. o 1�6475. 88657. 47818. 235.31
2O. .0 2.9 136575. 90451 . 46124. 235.13P
.(::I 2 92175. 44400. 235. 13
.0 P.'' ] 36��75. 93832. 42743. 235.04
- continued -
'
'
- � 2�.O|)T -
]UB: Rnncal1i - Sooth 10.11dsor Paue 3
li i u'ut Vol . i�-I Vol . out Storage E] ev.
c[ cf . cf . cf. ft .
1 '--j75. ?5'/ 1O. 34 .9�
98288. 1382R7 . 234.81
36996. 234 .74
234.6H
i36573. 1018O2. 346 2 . 234 ,62
6 105. i011O8*. 3169/`. 23 7
32778. 2Vv' .52
�3�. .« 1 ,4 13 5. 10463+. 91940. 231;.4/l
/v/v. .0 1 . 4 1365?5. 10�4�4. 31121 . 234.44
T''/ 64 39
13t,573. 107')65. 29 234.35
ro7'` .'` 1(/'7O58. 21717. 234 '31
336775 108642. 27933. 234 .�7
C'9'l' ,� i .3 1 7. 27137. 234.23
6oQ 1vi84. 26. 39o. 234 . 19
2V . 15
62^ 1i694. 24881 . 234 . 11
1 �6�'7�. 112435. 24140. 234 .07
640. 113167. 23407. 234.03
11389'). 01685. 239.99
136575. 1111601 . 21974. 233. 95
1J6575. 115300 1274. 233.9(':)
136575. 11M88. 205872. 233.O6
�9v . .o ] . 1 1g6375. 11666�. 19910. P33.R1
1 . 1 136575. 1 � 7330. 19245. 233.77
18591 . 233.?P
5. 118627 . 17948. 233.6R
6. 233.611
l .0 13/15'/5. 119079.
1367j'/5 . 1120//89. ] 6086. 23g,56
121u88. 15487. 233.52
121676. 14F399. SKI./0
12225P. 14323. 233.�4
13657�. 123366. 13208. 233. 37
P1f). .� 123906.
82'1 6575. 124434. 12141 .
[`TO ]6575. 1N945 . 11630.
13/1/` ' .Q .8 136375. 125435. 11140. 233.23
OA).
860 7 1.3657`5. 126353. 10222. 233. 17
O�0. .o .7 176575. 126'783. 9792. 233. l5
8O'/ 36575. 127196. 9379. 233. 12
- cm�tioued -
'
'
N/ l: W:' al ] i Worth Win'jso`' Page 4
[� wp � i g Vol V''l . out Stul-age Elev.
m� n. cfs . c / * . '' f. cf. cf. ft .
898 233.0'/
1 6575. i27969. R1)06. 233. 7
136575. 128331 . 8244. 233.04
128678. 7897. 1(733.0P
136575. i29011 . 7564. 233.0')
136575. 129329. 7�46. 232.98
136575. 12963 96
'?6'. .o .5 136 r.*i'75. 129927. 6648. 232.9//
7/'` 136�7 130206. 6368. 232.92
''(N . .�' ' 4 19��73. 13��'75. 6100. 232,9(�
130731 . 5843. 232.89
136�/75, i30?77. 5597. 23R.8'/
W) io .0 . 4 136�75. l31213. TOM?. 232.85
/ '`/'o . .o ,4 1365�5. 131439 . 5136. 232.84
1'/]o it 13657�. 131655. 4920. 232.82
1?�575. 131.R62. 4713. 232.81
i/`'G0. ,0 .., 1J6575. 132061 . 4514. 232.80
136575. i32251 . 4324. 232.78
132433 232.77
132607. 3968. 232.76
136�75. 132774 . 3801 . 232.75
136575. 132934. 3641 . 232.74
. iji'`. .0 , 3 1. B6575. 13308O. 3487. 232.73
SUHMAR\ OF BASlN FAPFRATION
Wimum � »fir'w �� 46.�0 cf ,
5.21 cfs. at 130. Mo.
�1a`' imum uate` elpvat .o�� - 236.68 at 129. min.
Z x|r a�
'
'
- 126.OUT -
JOB: R Page 1oncalli - South Windsor Date: 03/ 8
'
********************************
**
**
** DETENTION BASIN ANALYSIS **
** design professionals, inc . **
**
**
' �torm frequency: 25 years.
'Jutlet type: 6 & 15 Inch
Parameters data filex 126D25.DAT
*** ELEVATION AND VOLUME DATA ***
Elev'. (ft ) Area (sf) Volume (cf)
232.50 13543. Q.
234.00 16872. 22766.
236.00 21537. 61080.
238.00 26428. 108961 .
- 238.50 27708. 122494. .
' 240.00 31546. 166904.
�
*** HEAD AND OUTFLOW DATA
Head <ft > Qout (cfs)
.00 ,00
.80 ^87
1 .00 ,9B
1 .20 1 .07
1 .60 1 .24
' 38
2.00 1 .38
2.20 1 .96
65
2.50 2.65
3.00 3"29
83
8.50 3.83
4.00 4.75
07
4.50 6.07
5.00 7. 18
79
5.50 8.79
5.60 10"24
17
18
6.00 .
6.20 38.60
6"25 54.86
6.35 75.39
6"45 101 .90
'
- 126.OUT -
.17^
Jt/B: Roucalij - 5out|1 Windsor Page 2
[\ mp Q in U out Vcl . in Vol . out Storage E1ev.
min. cfs . cfs. cf. cf. cf . ft .
1733. 34 . 1698. 232.61
Mo. 3.R .2 1A3 03. 232.72
// . 3 331 . 5481 . 232.86
» . '.' , 8959. 621 . 8338. 233.05
IN i2. 8 .9 14959 . 1080. 13879. 233.41
2 7l6. 23056. 234 ,0�
�1 .(o 2686. 43087. �35.06
4.6 1 . 71622. 236.44
9v. 23.0 6.2 13. 8187. 86425. 237.06
13 .0 I'`.8 1�. 12123. 93289 . 237.35
R.7 7.0 111513. 16289P. 952241 . 237 .43
120 20516. 95696. 237.45
i3'`. 24'747. 95416. 237 .43
) 4(). 5. 3 7 .0 123613. 253949. -f//�64. 237.40
15p/. 5.» 6.9 ] 26/`53. 321098. 93555. 237.36
1AQ. 3.f) 6.8 129653. 37185. 92468. 237.31
170. 4.g 6.'7 132643. 41213. 91430. 237.27
\ 8O. (1 6 .5 1 -I5293. 45178. 90115. 237.21
1,5/1. ./` 6. 0 1:T7693. 49063. 986�0. 237. 15
r'«/ . 4 .f'�i .n 1/�0093. 52867. 87226. 237.09
''. '/ .� 6. 2 i42493. 56595. 85897. 237.04
144q73. 60251 . 84622. 236.98
' PSo. 3A 147048. 68802. (33225. 236.93
2'`o. 3.') 5. 7 1 897�. 67296. R11-)'76. 236.8�
P5(`. *4.1/ 5.5 1 ON)7'73. 706W,. R0107. 236.79
Wick. 3. 0 5. 4 152573. 73935. 8. 236.73
3 ] 54373. '77110. 77263. 236.6O
2 . 7 3. J 1560'/3. R0194. 75878. 236.62
2.f? 4.n 157579. On!184. 74389. 236.56
2.� 4 .'' 1 8873. 86072. 72800. 236.49
31 160073. 88874 . 71198. 236.42
AT 2 .0 161273. 91604 . 69668. 236.36
2,I) 4. 4 16,2It73. 94P65. 68207. 236.3�)
ot4(`. 2.0 4.3 163673 . 96860. U812. 236.2/1
AN 4.2 164873. 99392. 65480. 236. 18
960. 864. 64208. 236. 13
!Y7(). 2.v 4.0 167P'73. 104277. 62993. 236.08
38Q. 3 .r 168473. 106639. 61O33. 236.�)3
2. 0 3.9 16967:'. 1 OWN O. 60725. 235.98
40). 1 . 7 3.7 1 '/0'/73. 111215. 5955R. 235.92
41'1. 1 . 3 3.7 1716?3. 113440. 58233. 235.85
2o. 1 .o 3.6 172373. 115618. 56755. 235.77
/131/. 1 .0 -3.5 172973. 117744. 55229. 235.69
440. 1 .0 3.// 173573. 119820. 52753. 235./-7,2
- cunt1nued -
'
- 126.OUT -
Page 3
JUB: Rm`cal ] i - Sooth Windsor
«ol . out Sto` age Elnv.C. ft
- cf ^
f
" � ' ^
. � . .
1 � 3 3 174173. 1�1846. 52326. 235.54
^ 123824 50948. 235^47
3 � 174773 .
^ ----- 23� �0
^ ~^` - / 9622
17�373 125750 / . c�". `"
^ 4��49 235 34
' i75773 127624 "� . .
^ 7^ /7118 235 C.
^ 17�565 12944 ', . .
. ' .
~~~ 45922 235 21
13l222 . .
. -
44759 235 1�^ ' 177708 132950 . .
9 z8 ^ ^ 9
43627 235 0 134631 . . '
. --
52� 42526 235 03
^ ' i7R794 136268 . .
9 2 '7 . . _
'�30 ^ ^ ` '^'' ' ' J. - 41457 234 98
^ 179315 137858 . .
� 26 , ,
'~^~ - 404/�2 234 92
^ ' 139380 . .
17r823 . `"_ .� --
^ ^- ' -- 39482 234 87
' 180J15 140834 . . .
R 24 . -
^~`~^~ 38572 234 q3^ 18�794 142222 . .
�7710 234 78
181258 143548. o . .
^ 36893 234 7�
^ 1/ 4815 . .
- 181708 � , "`'`' �~ __
7 2^ 1 ^ ^ '~^'~ 361 17 234 �0
^ 1221�4 146026. . . '
35�90 234 �6
' 9 1925�5 147� 75. . .
61n ^'/ 1 ^ ' 34714 �34 62
^ \ `] 182973 14825O. . .
^ 34'`86 234....,9
^ 183365 1492R0. .
^ 33500 234 56
' ^ 18�744 150244. . .
^ 32953 234 5�
184108 15115�. . .
^ 32441 23// 51
^ 15201'/ . .
1 4 184458 . �� . . ^ _-
^ --- J. 31 q50 234 49
' ^ 152844 , ,
- 1 4 184794 , " ^ ' ., _�
' i7�) ^5 ^ ^ '--- 31450 234 �5
' - 1536�5 . .
1 4 185115 . �^ .~. _-
L O') ^5 ^ ^ ---- ' '�oq42 234 43
^ 154481 . .
- - 1 4 � 85423 . `''' ' .� --
/ 9� ^5 ^ ^ -- � -- 30425 234 40
` ^ 155291 . ^
' 1 3 1857i5 . �. .�~ _-
7��` `5 ^ ^ -- -- - 2'r8q9 234 �7
^ 156095 . .
' ' � 1 3 1 O5994^
�1o ' ^ ^ 156893 29365^ �� ^
2R823 23 ' 32
865/`R 157685. . �.
^ 28272 234 29
^ ' 1584'/2 ^ ^
' 1 3 1O6744 . ^^'�' � _
^ '-- 27713 234 26
' 159252 . .
18�965^ ^ � ' ' ^~ �� / 2�
18 160�27 2146.
7173^ ^ �2�571 234 P0
^ ^ 197365 160795. . .
'r 3 1 3 J. 234 \7
^ - ' � ' '�� 25988
' ^ `' � 161556 . ��`. ' '
' 1 3 1R7544 . �~ '~~
/8/` ^3 ^ ^ -----�� 25397 23* 14
^ 162311 , ,
' - � 3 187708 . ' ' _�
�p� ^3 ^ ` ---- - 24798 234 11
^ 163060 . .
1 2 187858 . .- ' ' . - _
R00 2 ^ ^ --- - 24192 234 �7
^ ^ - 1638�2 ^ ^
18'7994 ^ ^ ' ^ '- /
2 ^ - --- 234 0 �
^- ' ' 23580 ^
1881 15 164535. . ^`��," .
920 2 1 ^ c ^ 22962 234 01
1652�0. . .
R30 2 l ^2 ^ 22338 .233 97
` ^ 188315 165977. .
84o ] 1 ^2 ^ 21 233 9
88394 1 3
^ ^ 1 66683 . . .
R50 1 1 ^2 ^ 2107q 233 89
~ ^ 188//5R 167379. . .
R/ 0 \ 1 ^2 ` 20444 233 85
' ^ ^ 188508 168064. ` . .
870 i 1 ^ 1 ~ 19806 233 80
^ ^ 188544 16873R. . .
^
- cnntinued -
- 126.0UT -
4L
~� »
JO8: Rc�x'a l l i - Soh uz��dsor Page 4
TJme U in Q out »ol . in Vnl . out Storage Elev.
mjn, cfs . cfs . cf. cf . cf. ft .
188565. 169402. 19164. 233.76
1 �8573. 170 4. 1 8518. 233.72
170696. 17877. 233.68
171327
188573. 1'71946. 16627. 233.60
1 8n573. 1 725 1 1 F3. 239
188573. 1731�2. 15420. 233.32
1 88573. 173739~ 1 48.94. 233. 48
i89573. 1 7431 3. 1 4259. 239.44
1RO573. 174R75. 13697. 233.40
) 8O573. 175425. 13147. 233.37
.en 188573. 17596 12609. 233.33
| 76490. 120O3. 233.30
176999. 1 1 4. 233.26
18O573. 177//86. 11087. 233.23
1»'�0 . .� .8 18U573. 177953. 10�20. 233.Po
] 0�0. .o .7 188573. 178//0v. 10173. 233. 17
1 0( � 1'/882q 233. 14
188573. 179239. 9334. 233. 12
10P,'!. .(` .6 188573. i7��32. 89// 1 . 233.09
] 8B573. 1 80()08. 8565. 233.f--16
188573. 180369. 8204. 233.v4
188573. 180714. 7859. 233.02
***** SUMMARY OF BASIN OPB�ATION *****
Haximum inflow = 58.00 cfs.
i if)uTIP ou `7.06 at 120. m\ n.
Ma��imvm wa�er elevation = 237 .45 a in.
��r ^ s|�nraqo at U.*** min.
'
'
- 126.OUT -
JOB: |�oncall � ' '300th HAnJ.3or
� �-x «������A * * X.�
-X *
** DETENTION BASIN AHA{'YSIS **
** design prufessiunal�z ,
** * »
***»** x-A***a **« »*A*****�
'
' Storm frequency: 50 years .
' Out-let type: 6 & 15 Inch
Parameters data file: 1261)50.DA1-
*** ELEVATION AND V0.\/ME DAT »*-
Elev. ( ft ) (--I I ( �f/ Vo1`m/e � cf )
232.00 13543. 0.
234.00 ] J,872 «354 .
236.00 21537. 68668.
' 238.00 26A28. 1z655v.
238.50 27708. 130o83.
240.00 :11566 . 1 'Ali//9e.
*** HEAD 0ATA « ^ »
Head ( I"t rs/
.80 .U7
1 .0C.) .98
1 .it0
] . (�()
60 ^0 0 1 .�6
2.L2 0 1 . 98
2.5') 2 .1'5
3.(`0 3.29
3.�� 3.8J
4.v0 4.'�'5
4 .50 6 .('7
5.0o 7 . 1O
5.50
5. 60 i0.2/�
6 ./�0 18. 17
6.20 J8.6�'
6 .25 54.W,
6 ./o5
- 126.OUT -
/
/`]11 odsor Page 2
Time Q t Vo1 . i ] . out Storage Elev.
'ni`1, c [� . c[s. c cf. ft .
i'`. J /. 1 862. 232. 1 2
ip0' '/ .� .3 ��06. 1 102 /!32.27
3'`. 15. n .5 7o72. 389. 6684. 232.44
R .7 .T 10872. 7�2. 10130. 232.67
15. 3 18072. 1275. 16797. 233. 11
1974. P783R. 233.83
54792. 331:318 1454 . 235. 10
91 392. 6254. 85138. 236.69
n� . i18.v 8 .5 1i3152. 10761 . 1(*:)2391 . 237.111
' 1."Cl. 1 � 0 . 1 126112. 16898. 109 41 . 237.69
1 1(:*j. 1 }.7 1 2.2 i 0337112. 24327. 1 09385. 237.70
1 20 J. 1 .n 139612. 131102. 108210. 237.JW
130 10. 1 144513. 37R09. 106703. 237.59
l')(', 6 .3 9. i 1 485?2. 43554 . 1 10. 237.52
!3C 152212. 4881O. 103395. 237.45
155R� 2. 53936. 101877 39
17 1594 2. 58936. 100467. 237.33
180 . 3 .0 8.o 16p652. 63816. 98836. 237.P6
163/'52. 68577. 97095. 237. 19
68/`46. 73163. 9.5483. 237. 1 2
2 | '`. 4.3 '7. 3 1 7 1'/ i F'. 77637. 93775. 237.()5
| 73872. 81969. 91903 .97
2�' 176272. 86188. 90084. 236.89
6.8 1786'r2. 90308. RH364 . 236.82
25'/. 3 80972. 9433A . 86638. 236.75
2JS 3 83072. 98261 . 84812. 236.�7
27M. 6 184772. 102083. 82889. 236.59
78*, 1 1 . 105798. 130974. 236.51
3. 18O572. 1T9403. 79169. 236.44
1?0:'-172. 112992. 77/�80. 2�6.�7
1 920'/2. 1 1 6272. 75800. 236. 30
193572. 1 19537. 74035. 236.(F.)2
i94872. 122683. 72189. 236. 15
1 96»72. 1 25707. '70366. 236.07
35o. 2.v 4. 1 i�. 128613. 68659. 236.00
994712. 1�1 4 1 7. 67055. 235.9;�
i99672. 134131 , 65541 . 235.84
2.0 to 200872. 136761 . 64112. p35.76
4.2 20Z072. 139310. 62763. 235.69
'/ it .0 �(`3i:Y72. 14 178(`. 1- 1293. 235./`1
4] o. .7 3.9 203672. 144156. 59516. 235.52
/`FQ/` . .'� 3.7 203U'72. 144106. 57436. 235.A 1
&o. .» 3.6 203872. i48612. 55231 . 235.3»
/140 203872. 15077*. 53099. 235. 1 9
' cunti``upd -
'
i�Y, 'OUT -
fiRTILA ijUOD
+y L" 2 'r T 1,6926 T 2 11 B ED 0 to i 3
Z"i,"Ca'C", L T &.!+., 23 Z!E!to 0}J k) k 1,[:j
WD"2112 08 IQ 1: 9 T 6 T 1 ■2AMOB •(W F
&ts,23 ED 2 G{,11 B I. c",*t T��}I d 1 1 Ey E2 C)ij k3
119,M12 13 47 2 ED 1 409061: i:3 Z-10 ED C)
I b"R F...i� 10 i-j�:i T J f 1,006 I. RIBEIth'!
S,4,)" 99E.P?T 110 S3 6 S T 2 c r3 C:0 2
E16'?3EA3 F3 0 IS 47 1: OUTO [ J 211111101 C I U,
30 0 ENA ■ 11 iE S;S]T 147 CK 0 13 T JUNK! 0 1 &(;
T E: f 9T Z.,Co 1 63 1,B C 0 it k 1 Q.
v
T 9 T I to ISO 12 11 G ED C;2
C C it C'9 C f...,,1: 1)0 S]cy H T WASAM Z W..
C tEi-a? 1�,66LT 1.03GST ._,i--I L--"t-.)C-2 T T M.
1113" ED ED 2 "MAN [ E%12 2 1 S T C..r Z,C; I�,
L Z-,'"L--, 2 " '-/6a6 I &A 03 WAlf"(W-2
RIC"QW! , Thr MOT WARY ED
V& 11 ED to U T:13 ( 631,1002 f T
I '-1 9 2 E-1 T I.o .C)NIMBI 21000.3 it T
ETER 2 0 2 2- .(7 47 El T 3 CA 1.G C:()12.-*.*1 ly I u t 10"
Q11 F!2 ■FM? ! :)' On" nAR W c- ...k::;E:: (,tic] (Ac? Y Elc?4iEli2 u C.j I-ki Cit I r TMOVIT3 T
"*.:-,C E: 66 f 1-i,*-.*,' "FROWN, f AMOCO
479,CA? 2 1.ly 6 47 C2 --.*.-.!6 0e.*..T 42 A 8 ER 0 to
69" 6 to 8 .19 0 Z%S;A C-15 f I., T 03 el H Er 0 A E, I
4A "Ev ED 0 ,Go..419 133 61 1:Z.1�T i3;11.E,A j cl:, I t:1,
(10,ED ED 2 "C;1]202 Z.. I.Cy 9 A T iv A 3 V 0 A L5 f ins
S8'E:1:. ,9'?C)8 2 Z., t:3!:,;,3 1'J f d I.to E!0 02 6; f 0 1. A j L/
WO US w W&UP 13ZIE3E:1)11
1-6 ()C? J3 MINYA
1;13 0 C: MONA: zj WAVA Q 1 0 0 5
1�C) 2 13 9 Ei.,T C 9 C)!.,-,�1..."'..T TMOKOZA L; 1 0. 0 Y.."
C, I W ED E! ILE.ii i2 t.., A is; I Of 21SMA 1.j u t
9 t C,C--3 6. T
c'." AE'.*�.:" "(1)z.".!:.*." u COEST,T u CM ANY 0 .1
2■ C 2 6 03 13 S; E K V-119 T Jr B 0 12
, I C)i.o f Z.,C i
oz ly 47 E?2 13 2 9 W3 ED J Clio T COG
It S; YEA 03 T 0 1/ 6 91 to r9-,, 1. ZMENW, I.
k J9 +7 C c---" 9 T f3 T 47 1!S]0 13 9 T c?....'.B k::',C)a 10
,,9" u s],1:Si:: QW09T 2 Z,"Ei E" k:,
'M "11A "C]El c2 S;'i LIMBS;
.1
E3 E? Ld t 147 0 el"?S!1: 13 Y!H C;t i:3 T E
131, 411ECE v rAVOCA Zito 3 tics AMC(A E:
U 0 ci'c2 , ZA::,k)1. E:."E-3 f T u SLOW& 47
. 1 Aj k T tb
a f-.)P-..t 1-1 ) it!
a b-L-j .113 S 1311 f! t 1:1 Y!13 GC r I U.::j t k
Fcuth Wi11dsoI Page 4
� ime n i Q mA Vul . iI I Vol . out Storage Elev.
^. ' cfs . cf . cy . cF. ft .
n9�. ,o .8 19:3,167. 10705. 232.71
cy 254. 232.68
�:*I3872 . 19^050. 9823. 232.65
2( 3872. 1944/,3. 9409. 232.61?
n3o , .0 .6 203872. 194R59. 9�13. 232.59
RMF72. 195F,39 . 8633. 23P.57
1?Nd. .'/ .6 872. 19560 F?. 827Q. 232.5//
87P. 195951 . 7922 . 232.5P
90 5 203872. 19628A . ?588. 232.50
' TO 7269. 232.4R,
74 Q. .'/ .5 2038'/2. 196910. 6967. 232 .46
] 77203 670. 232.44
101�. .o .5 2�3872. 197484 . 6389. 232.4�
| 203972. 197753. 6120. 232 .40
| » 39 03872. 1980i0. 5862. 232.39
\ Q//0. .(' ./` 2'`3872 . 198257. 5615. 232.3'7
1 ('�0 (D3872. 198494 232.35
i '`i'«. 198720. 5152 . 232.34
2')3872 . 198937. '`935. 232.33
.3 :3972. 199145. 472R. 232.3i
2�3O72. 199340 . 4329 . 232.30
1'Q787it. 199535 .
.0 . 3 2��872. 199717 155. 232.27
3980. 232.116
117o. .� . 13 2010'.'2. 2�0060. 3813. 232.25
. `3 203V'72. 200220. 3652. 232.24
1150. .o .3 203872. 2003'74. 3498. 232.23
.� 203O72, 2o0521 . 3351 . 232.27 `
1170, .0 .2 203872, 200662. 3210. 232.21
*"*** SUMMARY OF BASlN /)P|�RATlON * ��**
NO imum i`Vflow 69.00 C.fs.
HO" in'um o/ttFl 1 fs . at 105 . min.
|1aximum water e1F--!v-Iti 237.71 at 1��'. min.
Ar /' sLm mi ��.
'
JOB: Roncalli - South Wzn o.' Pag u | ��
D t�:
. ** x*** ********
Vk
** DETENTION BASlM ANALYSIS **
- ** design professionals, inc . **
** **
������ .-Y.. * k'k A'*
Storm frequency: 100 years.
Outlet type 15 Inch
Parameters data Ifile: 1261D1 DAT
**-A ELEVATIUr| AND VUL(/t|E UAl � �**
Elev . (ft ) A f ) V')j toon f)
2�2.«Q
234.00 16i372 . 3O354 .
236.00 21537. C8U8.
- 238.00 2o428. 11M5v.
' 238.50 27708. �3.
240.00 u154eo . l74',92.
*** HEAD AND UU [FLOW uA [A ^ **
HeaJ ( ft > Q"ut (c s �
.»0 ^(/ .)
.80 .U /
1 . 00 .9O
I .20 1 .07
2.0{' 1 .38
2.20 1 .n8
2 .50 2.�5
3.vC:j 3.29
3.50 3.O3
4.0o
4 .50
5.00
5.50 8.71.)
5. a0 10.2�I.
6 .0C) 18. I '7
6.20 ./U. C',)
6.25
6.35 7�.39
6.45 101 .0`
- 126.CAJT
lot
JOB: Ro�xCalli - South Windsor Page 2
7imp Q iI 1 0 uvt Vol . in Vol . out Storage Elev.
cf. c f. ft .
76. 48. 2428. 232. 16
209. 5174. 232.34
8850. 496. 8353. 2"2.55
q33. 12�70. P31 .R�
21703. 1529. 20174 . 233.33
2309. 33061 . 234 . 1 *
'r(/ .'/ �.9 61.16'70. 4034. 60636. 235.58
8. ] 107150. 7653. 99497. 237.2v
32.'1 1?. i l32390. 15499. 116891 . 238.C1
I »( . 1O.3 P�.2 1 '`'725(`. P966� . 117581 . 238.0'1
11v. 1i .'/ i6. � 155770. 4�O77. 114893. 237.93
162�70. 5�243 . 112026. 237 .�1
� ?o. 5�274. 109496. 23'7 .7i
14V, n .n 10 . 72590. 65138. 1o7452. 237.62
) �'/. '7 . 5 9,'/ 1 ;7�')0. 71�17. 106 82. 237.56
768 237 .51
6.rj 8.7 18�780. 82058. 103722. 237.46
8,5 1O9�30. 87214 . 102416. 237.41
i93063. �2251 . 10v812. 237.34
7m` �.C1 8.'` 1�61?0. 9715P. 99018. 237.27
IT' 199170. 101907. 97263. 237. | �
2�215�. 106526. 95624. 237. 13
4.'i 7.� 204925. 1110i1 . 93914. 237.05
207450. 115355. 92095. 236.98
209850. 11958+. 90266. 236.n0
P122�0. 12371+. 8R5 6
3 . 236.R�
2] 4��0, i2775 } . 86899. 236.76
2i �7�0. 131697. 8F �53. 236.69
3. -/ 6.� 2] 9�5/). 135549. 835�1 . 236.62
139q�0. H1650. �31 .54
142946. '9804. 2 6.47
L�24550. 1 �6476. 78n74. 236.39
33o. E.5 ] 49896. 76454. 23�.33
�.ei 2281 1J3211 . 74938. 236.2�
229950 . 15643o. 73520. 236.20
159558. 72192. 236. 15
233450. 16�598. 7�852. 236.09
lq�. � .3 4 .R ��4950. 165347. �9403. 236.'�3
��6�50. 16R377. 67R52. 235.96
�l '/) 171156. 6 294. p35.88
41 '�. �.0 4.4 2�9650. 1738[`8. 64822. 235.R0
4 .P 17. 6: 433. 235.7�
2.o 4. 1 24105�. 1789�8. 62122. 235.6�
2250. 181365. 60885. 235.59
- cnntinued -
'
126.OUT '
7On� ca] 1i - Snuth Windsor Paqe 3
in Vol . out S orage Elev.
cfs . cf. cf . cf. ft .
'
59'716. 235.53
�4465�. 1860�9. 58611 . 235.48
3.'718R303. 57547. 235,��
56518. 235.?7
��5509 . 235 .31
19 886. 54506. 235.26
3.5 701 3�.21
251621 . 199106. �2516. 235. 16
252693. 201165. 51528. 23�. 11
3.n 253735. 2')3191 . 50344. 235.03
1 .7 3.� C54750. ��05184. 49566. 235.�o
1 .6 3.2 255735. 207141 . 48594. 234.95
�.2 2�6693. 209059. 4'7633. 234,9')
2576 21 . 210940. 46682. 234.85
5�v. 1 .5 3 .� 2��521 . 212782. 45739. 234.80
i�59?93. �1/ 58/`. 44806. 234.75
2602')5. 216354. 43882. 234.71
�18084. 42966. 234.66
835, 219778. 42058. 234.61
1 .2 2.'/ �625�3. 221435, 41 | 57. 23* .58
223057. 40264. 234.5�`
39383. 234 . 47
226160. 39532. 234 ./��
�R^ . 1 .� Z./� 265336. 227624. 37711 . 234.38
265930. 229032. 36p18. 234.3�
::16151 . 234.30
7� 0. ,9 2. 1 267093. 231685. 35�08. 234.�6
3
26'7621 . 232933. 34688. 234.2
2.0 �68121 . 234132. 33989. 234. � 9
2352 1 . 33322. 2J4. 15
236348. 32687. 234. 12
269�50. 23'7367 . 32082. 23� .09
�6983/`. 3 ( 504. 234.�6
78/). .6 1 .5 27«19J. 239242. 30951 . 234.03
2 101 . 30420. 234.00
240927. 29O94. 233.97
8� �. /` 1 ,4 2'` |�93. 241745. 29348. 233.93
242555. 28780. 233.90
�1715�0. 28i92. 233.R6
271736. 2441�2. 27584. 233.82
271O93. 2449�7. 26956. 233.7q
O6'`. .2 1 . � 27/�021 . 245 14. 26308. 233.7�
246481 . 25640. 283.69
88u. . 1 1 .3 272193. 247239. 24953. 233.64
'�ont� nued -
'
- 176.OU[ -
my�
rUD: ['c ,c h W dsor Page 4
' Tim ut Storage Elev .
f cf . cf. ft .
030. .� 1 . 2 2 ,'P236. 24'/988 321.60
.� 272�5V. 248725 373.5T*j
272250. 249451 . 22799. 233.50
,f:.1 1 .2 2ANY0. 250164. P21)S6. 2303.46
2 27 ESE?5(`. 2K()865. 2] 385. FT33.41
90 0. 252P33. 20017. 233.32
960, .0 1 . ] 2'72250. P5290(). 19350. 233.27
9'70. J. 2722r.,;0. 253556. i8694. 233.23
9q^. .� \ . 1 i`7 2�0. 2511200. ] Ro49. 233. 19
272250. 254834. 17416. 233. 15
272250. 255456
2 256o60 33.07
272250 233.03
1Q?0. .» i .o 272�50. 257258. 14991 . 232.99
1oQ 72�50. 257836. 1 /o4 14. 232 .95
50. P'/2250, 2584')2. 13848. 232.91
272250. 258935. 1.,;1295. 232.8O
272250. 259496. 12754 . 232.84
.0 .9 2'/2250. 260026. 12224 . 232.n1
\ vF 272250. 260540. 1i709. 282.77
1 l o» 8 2'72T%. 261033. 1 121 6. 232.74
i 1 / ,`. .0 .8 272250. 261506. 1 0744. 23P.7 i
1 1 2O 7 272250. 261958. 10292. R32.68
110`. .0 .7 272250. 262391 . 9859. 232.M5
* * ** * S|]M !ARY OF BASlN OPERATION *****
H�x� mum ioflow = 80.0� cfs .
( iaximum nvtFl 25 K . at 95. min.
M~� 'Imuill 'vF er plevatio1` ' 23R.�7 "A n.
cr» = mOn.
- 126.OUT -
tO'di S f,<
y 0-1s �-
0
c • U
�v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R-CO AREA CODE 203/644-2511
March 10, 1988
Town Clerk
Town of Vernon
Town Hall
14 Park Place
Vernon, Ct 06066
Dear Sir/ Madam:
In accordance with 1987 legislation concerning notification to
municipalities regarding Planning & Zoning applications and
Inland Wetlands Applications that could affect abutting towns, we
hereby notify you of the application of Royal Windsor Development
Corp for a Special Exception and Site Plan to build a 560 Adult
Care Living Facility which is allowed by Special Exception in RR
zones (4 . 1 . 8 .f) .
This application is scheduled to be received by the Planning &
Zoning Commmission on March 22, 1987 and a public hearing will be
scheduled some time in April. 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,
'-Mvt� Bal" 6wo
Marcia Banach
Director of Planning
CHARLme A. RmGvLsoTo
41 ORCHARD MILL DRIVE
SOUTH WINDSOR,CONNECTICUT 06074
March 14 , 1988
Mr. Raymond F. Hallowell , Jr.
Chairman, Town Planning and Zoning Commission
125 Valley View Drive
So. Windsor, CT 06074
Dear Mr. Hallowell:
This is to express my opposition to the planned
congregate housing and nursing home project as
proposed by Roncalli.
While housing and health care provisions for the
elderly are commendable, their proposed project is
much too large and institutional both for the
residential area in which it would be located as
well as for the market which it purports to serve.
If such a project is to be approved in any area of
South Windsor, it should be scaled down in size so
as to be compatible with the neighborhood, the
density controlled so as not to be disproportionate
or obtrusive, and the exterior design should be of
residential materials also compatible with the area.
Further, it is my contention that the size project
they plan exceeds the needs of the elderly market.
As Chairman of the T P & Z, I would suggest that you
ask for a market feasibility report to support the
number of units they propose. In addition, it is
highly unlikely that this area would warrant the need
for 120 nursing home beds, the need for which must be
proven to the State Department of Health as well.
Lastly, the T P & Z should require substantiation of
financial stability and responsibility by Roncalli for
an endeavor such as that proposed. It would be a
travesty for the Town to permit a project of the scale
t
and appearance as that proposed only to find in time to
come that the number of units provided exceeds the needs
of the market and face a non-tax paying white elephant
on Avery Street or elsewhere.
Sincerly,
Charles A. Regulbuto
0
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��osoR•co� AREA CODE 203/644-2511
REGISTERED MAIL
March 24, 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 Planning & Zoning
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 was received by the Planning & Zoning
Commission on March 22, 1987 and a public hearing is tentatively
scheduled in May. 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
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AREA CODE 203 644-2511
R-COS
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.
3 . 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 additional information and modifications, the review
could be completed.
Very truly yours,
2�
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
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
l��soIt-co�' AREA CODE 203/644-2511
M E M 0 R A N D U M April 22, 1988
TO: Marcia Banach, Director of Planning
FROM: Michael J. Gantick , Director of Public Works
SUBJECT: ENGINEERING REVIEW
RONCALLI AT SOUTH WINDSOR
Please find attached the Engineering review letter from SEA. In
addition, the following points are also noteworthy:
1 . Structure PCB #12 or additional structure should be placed
at the sag of the intersection of the outside service
roads . Approach grade of 5 .15% should be reevaluated.
Does not conform to Town Standards .
2 . All storm outlets should have erosion control protective
materials ( rip-rap) .
3 . _Guiderails should be identified on all applicable
sheets/legends .
4 . RCP should be used not ACCMP between DMH #4 and DMH #5 .
5 . The detention basin outlet structure oriface design should
be rechecked relative to the outflow control as described
in Item #10 of the SEA comments and from a practical
constructin standpoint; i .e. , 15-inch circular opening over
a 6-inch circular opening with limited wall surface ( see
proposed side and front views) .
6 . What method of stabilization will be used for the proposed
gravel road leading to the detention basin expecially where
grades are 10 plus percent?
7 . The underdrains as described on drawing #28 has not been
shown on the plan/profile sheets .
8 . Road pavement structure is to consider the soil type; i .e. ,
high groundwater and suitability for road fill . Some site
soils are of concern relative to the above-noted.
To: M. Banach, Director of Planning
From: M. Gantick , Director of Public Works
Subject: Engineering Review - Roncalli at South Windsor
April 22 , 1988
Page 2 .
9 . Drainage calculations should be submitted to the Town of
Vernon for their review.
If you have any questions, please do not hesitate to contact me.
MJG:bmr
Attachment
cc: Project File
Planning & Zoning Corres.
l
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April 19, 1988
S E A Consultants Inc.
Engineers/Architects
Principals
Arnold B.Goldstein,P.E. Mr. Michael J. Gantick, P.E.
Frederick G.Aufo o,PE. Director of Public Works
Robert M.Brandon,A.I.A.
St phen H.Genbo,P.E. Town of South Windsor
David T Goodemote,P.E. 1540 Sullivan Avenue
Bruce E.Soule,P.E.Kenneth M.Stewart,RE. f South Windsor Connecticut 06074
Anthony J.Zuena.RE
Associates Re: Roncali
Steven L.Bernstein,P.E. Job No. 88126.23
Paul F.Gabriel,P.E. Task Order No. 23
Mark Gould,P.E.
Micha I S.Schultz,P.E.
Arthur A.Spruch,P.E. Dear Mr. Gantick:
Paul C.Ross.P.E. As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 Cover Sheet The Mead Group 3-88.
2 Key Map Design Professionals, Inc. "
3 A-2 Survey Plan Igor Vechesloff 3-87
4-7 Plot Plan Design Professionals, Inc. 3-88
8-11 Topographic &
Grading Plan " 2-88
12 Erosion & Sedimen-
tation Overall Plan " "
13-16 Erosion be Sedimen-
tation Plan
17-21 Roadway Profile " 1-88
22-27 Sewer and Storm
Drain Profiles " 2-88
28 Construction Details " 3-88
K1 Architectural Key
Plan The Mead Group "
850 Silas Deane Highway Al—A16 Architectural Floor
Weth rsfield.CT 06109-3412 Plans
(203)721-7993
485 Massachusetts Avenue A17-A22 Architectural
Cambridge,MA 02139-4018 Elevations
(617)497-7800
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
r--j"
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. April 19, 1988
Engineers/Architects Page Two
L1-L6 Landscaping Plan Johnson ac Richter 3-88
Drainage Calcula-
tions Design Professionals, Inc. "
- Traffic Impact
Study Storch Engineers 2-88
This information was reviewed for compliance with the Town of South
Windsor Subdivision and Zoning Regulations dated July 24, 1972, and
standard engineering practice. We note the following:
Section 4.13.2.1 KEY MAP
d. Lines indicating proposed drainage systems should be shown with
directional arrows.
e. Lines indicating proposed sanitary sewer systems should be
shown with directional arrows.
Section 4.13.2.3 PLOT PLAN
d. Proposed signs and outside lighting should be shown on the plans.
f. Names of all abutting property owners should be included on
the plans.
Section 4.13.2.4 TOPOGRAPHIC MAP
b. Curb lines should be labeled and driveway pavement widths
dimensioned on the maps.
g. Proposed storm drainage systems should include lengths, slopes,
and pipe sizes on the plans.
Section 4.13.6 CONSERVATION PLAN
1. Source used in obtaining wetland soil boundaries should be
denoted on the plan.
2. Erosion and sedimentation notes should be included on the plans.
Notes regarding installation policies and standards, temporary
and permanent seeding mixtures and dates, and individuals
responsible for maintaining erosion and sedimentation control
measures during construction should be shown on the plans.
` •a��-mac- SF=Y�^- r T-r�c -n
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Mr. Michael J. Gantick, P.E.
SEA consultants Inc. April 19, 1988
Engineers/Architects page Three
3. A maintenance schedule for the proposed detention facility
indicating tasks to be performed on a routine basis during and
after construction should be provided. Also, a note indicating
who will be responsible for implementing these services should
• be included.
GENERAL COMMENTS
1. Data for drainage pipes between the following proposed structures
is missing from the plan and profile sheets:
C.B. #12 & #13
It #36 & #37
DMH # 2 & # 3
2. A section of the gravel road to the detention basin traverses the
emergency spillway swale. This condition should be eliminated either
by relocating the drive or providing a culvert across the gravel road.
3. The engineer has provided details of the emergency spillway in the
drainage calculations. However, these details should be included on
the plans. A longitudinal section of the spillway should be provided
and a cross setion of this view should also be included.
4. Data such as slope, length, and flow line elevation for the detention
basin outlet pipe does not correlate between sheet nos. 11 and 25.
5. Detail sheet "no. 2811 is missing from the note for the anti-tracking
apron on sheet no. 13.
6. Sanitary sewer manhole "drops" should be indicated on the plan and
profile sheets at the following stations:
PSMH # 1 Sta 0 + 30
PSMH # 5 Sta 8 + 08
PSMH # 8 Sta 13 + 12
PSMH #18 Sta 1 + 70
PSMH #22 Sta 1 + 70
Outside drops are preferred by the Town.
•-sue- F 7r��
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— ' Mr. Michael J. Gantiek, P.E.
SEA Consultants Inc. April 19, 1988
Engineers/Architects Page Four
7. The proposed drainage structure located east of roadway station
11+20 has not been labeled on the plans. Details and design calcula-
tions of this structure should also be provided.
8. A typical roadway cross section should be provided on the plans.
9. Headwater values during a 10-year storm frequency for the proposed
drainage systems should be included in the drainage analysis.
10. The detention basin performance summary indicates peak flow in-
creases during the 2-year (+1.5 cfs) and 100-year (+7.5 cfs) storm
frequencies. The Town requires a zero net increase between pre-
and post-development conditions.
11. Hydraulic calculations for the proposed 41 x 101 box culvert located
at Sta 4+52 of the site drive have not been submitted and are
therefore not part of this review.
If you should have any questions, pleases do not hesitate to call me.
Very truly yours,
S E A Consultants, Inc.
-James R. Bancroft, P.E.
JRB:mp
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
Date:
TO: Karl Re.ichle, Mike Gantick, Mel. Stead, Eyed Shaw
Richard J. Sartor, Gary Tyler, Fire John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project:
Subdivision Site Plan
Residential Commercial
Industrial
Location: .ota� 4C,�
Project Description:P 560
Future Town-owned property involved? YES _ NO
(a) new streets (_ existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments:
Ple
ase let me know by AII;L 9 if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
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May 2, 1988
Atty. William E. Grace
479 Buckland Road
South Windsor, CT 06074
re: Appl. #88-15P Roncalli Adult Care Living Facility
Special Exception
Dear Atty. Grace:
Please be advised that the public hearing in the above matter has
been scheduled for Tuesday, May 17, 1988 at 8:00 P.M. in the Council
Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue.
A sign advertising the hearing must be posted for 10 consecutive days
prior to the hearing, and must be clearly visible from the road.
Please have it posted by Friday, May 6, 1988. One sign should be
placed at the east side of Avery Street.
The sign can be purchased in the Town Hall for $5 .00 .
Very truly yours,
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr.
Chairman
cc: '�PZC File
Applicant
M. Banach, Dir. of Planning
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y 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
� R•co�'�� AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MAY 5, 1988
THURSDAY, MAY 12, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
Notice is hereby given that there will be a public hearing of the
Planning and Zoning Commission on Tuesday, May 17, 1988 at 8:00 P.M.
in the Council Chambers of the South Windsor Town Hall to consider
the following:
1 . Application of Royal Windsor Development Corporation for a
Special Exception to Article 4 .1.8.f. of the Zoning
Regulations for a 560-bed adult care living facility to be
known as Roncalli at South Windsor, located on the east
side of Avery Street, RR Zone.
Copies of the application and maps more clearly defining the
properties are on file in the office of the Town Clerk and/or the
Planning Department of the Town of South Windsor.
At this hearing, interested persons may appear and be heard, and
written recommendations will be received.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
tow N aE,��
a William R. fanning
Fire�f w� Chief Fire Marshal
NdS0R.CO
Fire Department
May 10, 1988
Mr. Raymond Hollowell, Chairman
Planning & Zoning Commission
125 Valley View Drive
South Windsor, Conn. 06074
Dear Mr. Hollowell:
I have had a meeting with Peter DeMallie and Robert Arsenault of
Design Professional, Inc. pertaining to concerns I might have with
the Senior Residence Care Facility, Roncalli at South Windsor. In
this meeting we reviewed the street system access and the emergency
vehicle access on the project itself. All of my concerns have been
addressed and I have no problem with the design as it now stands.
It is certainly very helpful from my standpoint to meet with the
engineers in the early stages of these designs. The people at Design
Professionals have consulted with me on all of the major projects
here in South Windsor for which I am most appreciative.
If you have any questions pertaining to this project please do
not hesitate to call on me.
Sincerely,
William R. Lannin
Chief
cc/Peter DeMallie
Design Professionals, Inc.
1175 Ellington Road •South Windsor, Connecticut 06074 (203) 644-8547
0
:ate• United states soil 1101 Kennedy Road, Room 105B
Department of Conservation Y
Agriculture Service Windsor, Cr 06095
Phone: 688-7725
May 11, 1988 :1; r El 1177
TO: Denise Conkling, District Manager < < <j 19dd
Hartford County Soil and Water Conservation District
FRCM: J. Eric Scherer, District Conservationist South `, mdsor
INLANDvbcT�ANDS AGENCY,,USQA--Soil Conservation Service CONSERVATION CO`4l1t:SS10N
FOR: John Moran, Jr., Chairman
South Windsor Inland Wetland Agency/Conservation Commission
RE: SITE PLAN REVIEW FOR APPLICATION #88015W - wF4MC 1LLI INSTITUTE ADULT
CARE LIVING FACILITY" - AVERY STREET - SOUTH WII S0R, CT
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."
- 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 reccm ended
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.
OThe Soil Conservation Service
is an ag ncy of the
D partment of Agriculture
SITE PLAN REVIEW FOR APPLICATION #88015W - "RONCALLI INSTITUTE ADULT
CARE LIVING FACILITY" - AVERY STREET - Sa= 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 stornmater 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 - "R=ALLI INSrITUrE ADULT
CARE LIVING FACILITY" - AVERY STREET - SWM WINDSOR, CT
PAGE 3 MAY 11, 1988
SPDCIFIC COMM:
- 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 stony ater. 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
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May 12, 1988
Mr. Raymond F. Hallowell , Jr.
Chairman, Planning & Zoning Commission
1540 Sullivan Avenue
South Windsor, Ct. 06074
Dear Mr. Hallowell:
I am writing on behalf of the proposed facility
for Senior residents that is being offered by
the Roncalli Corporation to the town of South
Windsor.
My mother is a permanent resident of the Roncalli
complex in East Hartford called St. Elizabeth.
She receives excellent care there in a bright and
supportive environment with a nurturing staff .
At St. Elizabeth, there are also facilities for
independant living, the kind proposed for South
Windsor.
I believe that a similar residence would be a
definite asset to the residents of South Winsdor
and I am happy to lend my voice in support.
Sin ly ,
Rev. O' Brien
cc: Atty. William GraceWT4 Irl.77', MAY i
South Windsor
PAnnin p
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3
r_4 May 13, 1988
MAY 17 1988
Dear Raymond F. Hallowell , Jr. ,
.South Windsor
I have resided in South WindsoFja c1 AM43gomrM4j,01parents chose to
live in South Windsor because of its country-like, yet suburban char-
acteristics.
I grew to appreciate the quality of South Windsor also and chose
to build my home in South Windsor.
The town has certainly changed over the last twenty-five years--
especially over the last ten years. Many of my neighbors and friends
in the town frequently comment on the "building up" of South Windsor
by the addition of many single-family dwellings and condominiums. The
comments are not favorable. Many feel that South Windsor should pre-
serve its land by limiting construction: the construction of homes
and condominiums.
The construction of the multi-level care system proposed by-':the
Roncalli Institute will not take away from South Windsor--it will give
South Windsor alternative living arrangements for our elder towns-
people. . .people we cannot forget about. Most of our senior citizens are
not the ones buying the new homes or condominiums. Whether we like to
face it or not, many of our senior citizens move_ out. of their homes
because they require more assists and supervision as they grow older.
Many have to seek out-of-town living arrangements.
It is about time that South Windsor had a little foresight in
planning the changing needs of the town in future years. The options
presently open to those that cannot maintain their own homes and yet
wish to continue to live in South Windsor are few.
This project would enable our senior citizens to continue to
function at their own level of independence in a community with which
they are familiar and among family and/or friends that have become an
important part of their life.
I presently work in an elderly housing complex in East Hartford,
The waiting list for housing is approximately one year. Several of
the present tenants were once residents of South Windsor.
I work as an on-site nurse , employed by Roncalli Home Health Care
of East Hartford. I can attest to the philosophy of Roncalli, and their
commitment to tb eting the needs of the elderly with respect and dignity.
ZYours truly, ?, )
Mary nn Kl ember R .N .
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f��soR•Co� AREA CODE 203/644-2511
May 16• 1988 "
MAC i 7
South Windsor
Mr. Raymond F. Hallowell, Jr. , Chairman in 8k 7.00ift romm►ssiott
Planning and Zoning Commission � n g
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Hallowell:
Please accept this letter in support of Royal Windsor Development
Corporation's application for a Special Exception to Article
4 . 1 .8 .f to allow a senior residential care facility to be located
on Avery Street. The development will provide one and two
bedroom congregate suites as well as units for skilled and
intermediate nursing. The 420,000 square foot complex is
estimated to cost approximately $32 to $35 million to construct.
Not only will this facility provide an essential service to the
community, but it will also provide a substantial addition to our
Town's tax base.
Thank you for your consideration of this Department's interest in
this application.
Very truly yours,
qf7hn Shemo
conomic Development Coordinator
JS/jsv
cc: Richard J. Sartor, Town Manager
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
l��soR•co� AREA CODE 203/644-2511
May 17, 1988
Mr. Raymond Hallowell, Chairman
Planning and Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
Re: Roncalli Adult Care Living Facility
Dear Mr. Hallowell:
Between 1980 and 2000, the number of residents between ages 75
and 84 is expected to increase by 70%, and a 67% increase in the
number of elderly 85 and over is also projected. (From "Growing
Older in Connecticut, " a Collaborative Project of the Connecticut
Association for Human Services and The Junior League of Hartford,
January 1988, page 169 . )
The establishment of the proposed 560-bed residential care center
in South Windsor offers another excellent alternative in the
continuum of care curve and can help meet the need for housing
and care of our growing elderly population.
A continuing care or resiential care center can be a practical
solution to the problem of assuring independent but supportive
living on location, as long as possible, and yet guaranteeing
that 24-hour nursing care is available when necessary, to a
portion of the aging population.
This type of facility can offer a stabililty and security to
elderly adults in their later years when a major change can often
prove devastating to both mental and physical well-being. The
fact that South Windsor has a wide range of programs for the
elderly, through its multi-purpose Senior Center and outreach
programs, will provide an additional enhancement fodr a facility
such as the one proposed.
Sincerely,
r
can Zurbrigen
Director of Human Services
Assistant to the Town Manager
JZ/mb
RONCAW
SENIOR RESIDENTIAL CARE FACILITY
RONCALLI INSTITUTE
PLANNING & ZONING COMMISSION
MAY 17, 1988
PRESENTATIONS:
Sister Sioblan Kelly., Ph.D.
Executive V.President/Secretary, RONCALLI INSTITUTE
Peter R. DeMallie
Planner/Designer, DESIGN PROFESSIONALS, INC.
James W. Ford
Traffic Engineer, STORCH ASSOCIATES
Robert Arsenault
Professional Engineer, DESIGN PROFESSIONALS, INC.
Virginia E. Burkhardt
Environmentalist/President, BURKHARDT ENVIRONMENTAL,INC.
• William R.L. Mead
Architect/President, THE MEAD GROUP
John Francis Rossi
Landscape Architect, JOHNSON AND RICHTER, INC.
Reverend Edward C. Doherty, M.Ss.A.
President/Founder, RONCALLI INSTITUTE and AFFILIATES
SISTER SIOBHAN KELLY, Ph.D.
Executive Vice President /Secretary
Roncalli Institute and Affiliates
S I08HAN brought to appreciation that America was just an extension of the
Roncalli a rich background in the fields of education "old sod:'
and mental health. From her responsibility as principal Her present position and commitment to Roncalli are a
of St. Brigid's School,West Hartford,Siobhan assumed gradual outgrowth of multiple experiences from her
the position of psychotherapist at Connecticut Valley administrative,educational and therapeutic services to
Hospital where she conducted individual,group and Church and community.
family therapies.She also supervised clinical
internships of Master of Science students at the There is a deep awarenes among those who have
University of Connecticut and Central State University. helped in shaping the future and direction of Roncalli
From 1972 to 1974,she was Assistant Director for the that the contribution of Siobhan Kelly cannot be defined
Shepherd Home Rehabilitation Program,and became in components or parts;it is best described as an
Director of the Task Force at Connecticut Valley infusion into the very life line of Roncalli.
Hospital later in 1974.
Having been awarded her Doctorate in Mental Health in
1978,Siobhan received special recognition from the
State of Connecticut Department of Mental Health for
her dissertation A Model Mental Health Care Facility For
The State Of Connecticut.
Her vast experience prepared her for the key role she
played in the initiation and development of Roncalli.As
Director of Personnel,she has been greatly responsible
for the selection,orientation and development of the
administrative staff and department heads of Roncalli.
From the very beginning,Siobhan has used her exper-
tise in the direction and guidance of the superior
standards of patient care in all Roncalli models.-She
has developed multiple programs for the benefit of
patients Holistic Care,Hospice Care,A Transitional
Program For the Skilled Nursing Facility and the
Geriatric Nursing Assistant Program. She has lectured
on the local and national levels,emphasizing that
special quality of life exemplified by Pope John XXIII.
Born in County Clare, Ireland,an American citizen,
Siobhan was raised with the understanding and
resume
Peter R. DeMallie/Principal
Education
Master of Community Planning, University of Rhode Island, Kingston,
Rhode Island
Bachelor of Arts, Hiram College, Hiram, Ohio
High School Diploma, Staples High School, Westport, Connecticut
• Experience
Highlights: * Professional planner since 1974.
* Directly participated in over 500 municipal night
meetings.
* Reviewed over half a billion dollars in land developm nt
proposals for communities.
* Authored master plans, zoning and subdivision regulations.
*- Held key planner positions in municipalities and at a
regional planning agency.
* Grant programs include HUD 701, HUD CDBG, EPA 208, FHwA
Urban Systems/Interstate Trade-In, Coastal Area
Management, State Regional Planning Grant-in-Aid.
* Experienced in urban, suburban, and rural planning
environments.
Director of Planning South Windsor, Connecticut (Suburban Hartford) .
Department head Position reporting directly to the Town Manager.
Primary responsibilities were to evaluate real estate land development
proposals, and to formulate community growth policies. Tenure high-
lights: direct review of development proposals valued over $400
million (commercial, industrial, residential) ; authored Town Plan
components, major transportation study, and innovative zoning regula-
tions governing housing and industrial parks. Town representative to
policymaking bodies. On a daily basis conferred with attorneys,
developers, citizens, engineers and the press. Concurrent positions:
Building Department Administrator (1980/81)/Zoning Enforcement Officer
(1980/81) ; Economic Development' Coordinator (1984) . Tenure was 6�
years (12/79 to 5/86) .
Senior Planner Northeastern Connecticut Regional Planning Agency.
Agency s No. 2 position. Chief planner/supervisor for HUD 701
Planning, Grant-in-Aid, and EPA 208 Water Quality programs. Position's
assignments covered: housing; water quality; site plan review; and the
region's Economic Development Plan. Regional Planner at same agency.
Performed site plan reviews for municipal t es and the Eastern
Connecticut Environmental Review Team. Drafted numerous regulations
and ordinances. Functioned as on-call land use planner to 10
communities. Tenure at agency was 34 years.
Town Planner Killingly, Connecticut (Rural Northeastern Connecticut) .
Performed planning and zoning administration, site plan review, and
made regular presentations before governmental bodies. Tenure was 24
years (concurrent with Regional Planner position) .
Other positions Planning Intern at Greater Bridgeport Regional
Planning Agency. Business Intern and Administrative Assistant at
New York headquarters of Crane Co.
Professional Affiliation and Awards
American Planning Association charter member. Recipient of a 1976
American Institute of Planners' Student Award for Outstanding
Achievem nt (bestowed at the University of Rhode Island) . Member-
American Society of Consulting Plann rs. Certificates of Apprecia-
tion from: American Red Cross (Connecticut Floods of 1984) ; South
Windsor Exchange Club (1983) ; South Windsor Chamber of Commerce(1986) .
esi n
rofe sionais, Inc.
ctrp wonem • PlWWW" 491 buckiand road.south windsor,ct 06074
• (,203,s4,-4796
JAMES W. FORD
POSITION: Associate and Supervising Traffic Engineer
EDUCATION: B.S.C.E. - University of Connecticut - 1968
M.S.C.E. - University of Connecticut - 1973
REGISTRATIONS: P.E. - Connecticut/New Jersey - 1973
ASSOCIATIONS: Institute of Transportation Engineers •
International Municipal Parking Congress
National Society of Professional Engineers
Connecticut Society of Professional Engineers
American Road & Transportation Builders
Association
American Arbitration Association
PROFESSIONAL BACKGROUND:
Mr. Ford is an Associate and Supervising Traffic Engineer with
Storch Associates. He is a Registered Professional Engineer in the
States of Connecticut and New Jersey with 20 years experience in Civil
Engineering with major emphasis in Traffic and Transportation and
community liaison. He received his Bachelor in 1968 and Master of
Science Degrees in 1973 in Civil Engineering from the University of
Connecticut and is a member of several organizations, including
Institute of Transportation Engineers, International Municipal Parking
Congress, National Society of Professional Engineers, Connecticut
Society of Professional Engineers, American Road & Transportation
Builders Association and American Arbitration Association.
Mr. Ford's experience has included experience in both State and
local governments. He served as Director of the Department of Traffic
and Parking of Stamford, Connecticut for eight years and as Chairman of
the Inland Wetlands and Watercourses Agency, Chairman of Planning
Commission and member of Middle School Site Selection Committee in
Cromwell, Connecticut.
While with the City of Stamford and since rejoining Storch
Associates, he was responsible for and/or contributed significant
engineering work on many different projects in several engineering
disciplines.
The following is a list of programs and projects carried out under
his supervision and responsibility all of which included coordination
with local agencies.
Comprehensive traffic operations studies for communities in
.Hamden, Cheshire, Bridgeport and East Haven, Connecticut.
Preparation of design, plans and specifications for computer
signal systems in Norwalk, Hamden and Stamford, Connecticut.
Traffic Signal Modernization and upgrading program for over
300 intersections in 80 communities of western Connecticut.
MAY 16 '8e 17:Ic 3 STORCH FIELD P.2/1
JAKS W. FORD {conti nu_ ed)
Preparation of comprehensive highway safety plans and remedial
construction programs for four Massachusetts municipalities.
Preparation of traffic impact assessments for varied
development projects ranging from residential subdivisions to
major office projects.
Preparation of traffic engineering studies for major traffic
generators including such unique uses as a race track and auto
emissions testing station.
Preparation of municipal legislation regarding regulation of
traffic and parking,
Development of operational programs for surface and structured
parking facilities.
Preparation of draft legislation regarding establishment of
impact fees. This statute was enacted by Connecticut
Legislature.
Development of master plan for transportation facilities and
programs for Stamford, Connecticut.
M Preparation of Zoning and Planning regulations addressing
development impacts and assessments therefor.
Developed transit and route planning studies, including
utilization projections. Assessment of municipal impact due
to proposed changes in transit routing.
Municipal development of shuttle system.
Development of parking operation policy statement for
Stamford, Connecticut. Adopted by legislative body, this
policy formed the operating goals for the municipal parking
system in Stamford.
Developed and programmed micro-processor applications for
inventory and maintenance records, permits, violations,
correspondence tracking, productivity monitoring, payments
processing and control, multi-user multi-tasking applications
and compatibility to main frame programming.
Preparation of detailed maintenance and projection of traffic
plan for a major 1-91 interstate highway project. Alternative
developed allowed project cost to be reduced four million
dollars and construction completion advanced 18 months. Work
program included data acquisition using video logging and
taping, analysis of capacity and levels of service as well as
preparation of staging plans,
IYHY 1b 'mot 17:0=0 STORc:H WETHERSFIELD P.3/1
JAMES W. FORD (continue
Developed programs for revenue and document control for
parking violations systems. Project resulted in revenue
enhapcement from prior annual level of $180,000 to first year
level of $750400.
Responsible for development of revenue control procedures in
municipal parking operations area. Facilities generated some
2,000,000 annually in gross receipts. Program included
measures for meter, garage and permit parking facilities,
auditing records and standards.
Development of maintenance and inventory control systems
designed to improve efficiency. Program included automatic
procedures for follow-up and routine analysis of service cads
to identify repetitive problems. Productivity measures were
computed to determine if identified goals were being achieved.
Research and development for standard specifications for
traffic control signal controllers.
Development of first system of annual bidding program in
department of traffic and parking. Design of procurement
procedures and specifications, analysis of bidding results and
preparation recomended procedure guidelines to purchasing
agent. Program involved a combination of materials and
performance standards.
Preparation of comprehensive departmental employee policy
manual for Department of Traffic and Parking.
Responsible for selection, procurement and installation of
micro-processor hardware and for selection of software
applications.
Developed plans and specifications for numerous exterior
lighting projects including residential , highways urban,
suburban and rural arterials, parks, tennis, soccer and
softball facilities, off-street parking facilities and
rehabilitative lighting programs for educational and other
facilities.
Analysis and assessment regarding proposed surface
transportation impacts of a regional airport expansion
program.
Mr. Ford has been involved in the analysis and assessment of the
surface transportation system impact of a regional airport and developed
an assessment of such for the Tweed New Haven Airport. The scope of
services covered in the assessment involved the development of impact
estimates for traffic generation based on use expansion of airport
facilities.
i
Cie
isi n resume
proelsionals, Inc.
civil engineers • planners Robert Arsenault/Principal
Education
Bachelor of Science, Civil Engineering, University of Hartford,
Hartford, Connecticut
Associates Degree, Civil Engineering, Hartford State Technical Colleg ,
Hartford, Connecticut
Certificate of Advanced Engineering Studies in Environmental
Engineer-ing, University of Hartford, Hartford, Connecticut
High School Diploma, East Catholic High School, Manchester, Connecticut
Licensing ,
Registered Professional Engineer, State of Connecticut
Experience V
Highlights: * Engineering design experience since 1975.
* Directly participated in several hundred municipal night
meetings including Town Council, Planning and Zoning
Commission, Wetlands Commission, Sewer Commission.
* Responsible for the design of numerous site development,
plans, residential subdivisions, commercial and
industrial site plans.
* Served for three years as an executive member of Board
of Directors of the New England Chapter, American Public
Works Association.
Director of Public Works South Windsor, Connecticut.
Department head pos t on reporting directly to the Town Manager.
Primary responsibility was to oversee a department of 49 full-time
employees with a yearly operating budget in excess of $2 million.
Divisions within the department included: administration, engineering,
Street services, motor equipment repair, parks and grounds maintenance,
public building maintenance, pollution control (sewerage collection and
treatment) , and refuse collection and disposal . Also responsible for
the formulation and expenditures associated with a yearly capital
improvements program related to local infrastructure revitilization.
Served as Acting Town Engineer for approximately six months during
1983. Tenure was 3.25 years (3/83 to 5/86) .
Civil Engineer Town of West Hartford, Connecticut.
Responsible for design of local capital improvement projects including
road reconstrution, sanitary and storm sewer installation projects,
major culvert reconstructions, review of multi-million dollar dev lop-
ment proposals. Tenure was 3.3 years (12/79 to 3/83) .
Civil Engineerin5 Consultant
Worked as an engineering consultant to Igor Vechesloff Associates, a
Hartford engineering firm specializing in land development proposals.
• These proposals included commercial, industrial, and residential
developments ranging from single family home subdivisions, to high ris
multi-family condominiums. -
Project Engineer Alford Associates, Windsor, Connecticut.
Performed diverse engineering functions on a wide variety of dev lop-
ment projects. Responsibilities included coordination and design of
projects, i.e. , site plans' and subdivision plans for proposals on a '
statewide basis. Responsible for public presentation of proposals at
numerous board and commission meetings.
Professional Affiliations and Awards
American Society of Civil- Engineers
American Public Works Association
Connecticut Association of Str et and Highway Officials
South Windsor Chamb r of Commerc
Certificat of Appr ciation from th South Windsor Chamber of
Commerc (1986)
491 buckland road.south windsor,ct Ot3074 (203)644.4795
VIRGINIA E. BURKHARDT 127 Hosl y Avenue
Branford, CT. 06405
203-488-9407
EXPERIENCE:
• 1988- President. Burkhardt Environmental, Inc. - Branford, CT.
Prepare environmental assessments and site plan reviews for
developers and government agencies, assist owners in site
plan development, conduct biological inventories, map
wetlands by vegetation and soils, and coordinate activities
of soil scientists and ecologists.
1987-1988 Senior Ecologist. Soil Science and Environmental Services,
Inc. - Cheshire, CT. Prepared environmental assessments and
site plan reviews for local wetlands applications, CT.
Department of Environmental Protection applications, and
U.S. Army Corps of Engineers applications.
1980-1987 Senior Inland Wetlands Analyst. Inland Wetlands and
Watercourses Agency - Greenwich, CT. Reviewed permit
applications, coordinated review with other town
departmental presented reports at public meetings, end
functioned as the department head in his absence.
1978-1980 Conservation Coordinator. Conservation Commission -
Greenwich, CT. Reviewed development proposals, authored
monthly newsletter, organized seminars, and coordinated open
space management plans with other town departments.
1977 Conservation Warden. Department of Natural Resources -
Green Bay, WI. Worked as a warden trainee on special
assignment investigating illegal commercial fishing
activities.
EDUCATION:
1978 M.F.S.-Forestry and Environmental Studies - Yale University
New Haven, CT.
1975 B.S.-Ecosystems Analysis - University of Wisconsin - Green
Bay.
JOB RELATED COURSES:
1983 Groundwater Hydrology - Hartford Graduate Center - Hartford,
Connecticut.
1981-1983 Management Training Program - Town of Greenwich, Ct.
1981 U.S. Fish and Wildlife Service Habitat Evaluation Procedures
and Human Use and Economic Evaluation Workshop - Harrisburg,
Pennsylvania.
1981 Organization and Administration Techniques - Norwalk
Community Coll ge - Norwalk, CT.
THE MEAD GROUP
PROFESSIONAL STAFF
William R. L. Mead, A.Y.A. , Principal.
• 1 .0 Education
1 .1 Bachelor of Arts, Williams College (Four Year Course) , 1960.
1 .2 Master of Architecture Degree, Harvard Graduate School of
Design, (Three and one-half year course) , 1965.
1 .3 Teaching Assistant, Harvard Graduate School of Design,
Masters •Class.
2.0 Professional
2.1 Registered Architect, Massachusetts, New Hampshire, Main ,
Vermont, Connecticut and New York.
2.2 Certification by National Council of Architectural
Registration Boards,
2.3 Corporate Member of American Institute of Architects.
2.4 Former Vice President, New Hampshire Chapter A.I.A.
2.5 Visiting Critic, Harvard Graduate School. of Design.
2.6 Board of Directors, New England Solar Energy Association.
2.7 Member, Connecticut Society of Architects.
3.0 Related Projects
3.1 Commonwealth of Massachusetts, Department of Community
Affairs; Musquetaquid Village, Sudbury, Massachusetts;
64 units and community center.
3.2 Commonwealth of Massachusetts, Department of Community
Affairs] Hanson Housing for the Elderly, Hanson,
Massachusetts; 68 units and community center.
3.3 Saugus Housing Authority; Saugus Housing for the Elderly,
Saugus, Massachusetts; 120 units and community cent r.
3.4 Gilford, New Hampshire; Cooperative Church Housing for the
Elderly; 60 units.
3.5 Seabrook Housing Authority= Sousing for the Elderly,
Seabrook, New Hampshire; 64 units and community center.
3.6 Bloomfield, Connecticut; Ba lbrae Condominiums; Architect,
Planner, Developer and Construction Management= 176
units= $40 million project.
3.7 Canton, Connecticut= Cantonbury Heights; Project Architect
and planners; 180 units of townhouse condominiums.
3.8 Enf ield,• Connecticut; Elm Meadow; Architects and Planners(
60 units of condominium townhouses.
3.9 Wolfeboro, New Hamsphire; Huggins Hospital,= Intensive Car
Operating Suite, Emergency Room and X-Ray FaCil.iti sf
Master Planning and Architectural Layout,
3.10 East Haven, Connecticut; Dwyer Farms3 Developer, Planner,
and Architects 145 units of townhouse condominiums.
MqY 16 '88 15:27 THE PLEAD GROUP - --- - - - - P.3/4
PROFESSIONAL .STAFF Page 2
4 .0 Continuingducation
4.1 Certificate for underground Building Design, Harvard
University, 2977. '
4.2 Certificate for "The Development of Real Property," Harvard
Graduate School of Design, 1978.
4.3 Certificate for "Financial Controls for Design and Planning
Firs" , Harvard Graduate School. of Design 1978.
4.4 Participant: 3rd Passive Solar Conference, San Jose,
California, January, 1979,
4.5 Participants Passive Solar Workshop, Boston, Massachusetts,
November 1978,
4.6 Participant: Plymouth Greenhouse Conference
4.7 Participant: Hyannis Greenhouse Conference
4.8 Participant and Co-organizer: Sth Passive Conference,
Amherst, Mass. , Air Envelope Workshop, 500 attending
4.9 Co-Organizers Energy Efficient Building Conference, NESEA,
Mount Snow, Vermont, October, 1983
4.10 SKOK Computer Aided Drafting Training Seminar, Cambridge,
Massachusetts, 1985,
4.11 Cadcraft Computer Aided Drafting Training Seminar, 1987,
5.0 Civic
5.1. Appointed by BSA to Boston Transportation Planning Review.
5.2 Former Chairman, Nahant Planning Board (elected) .
5.3 Former Chairman, Nahant School. Needs Committee (appointed) .
5.4 Member of the Board, Squam Lakes Conservation Society.
5.5 Lecturer on Passive Solar Energy and Energy Conservation and
Design.
6.0 Awards
6.1 Certificate of Merit, Dracut Rouging Competition, 1975
6.2 American Association of School Administrators for the New
Durham Elementary School., 1977 , Honor Award.
6.3 Design Award Citation, Urban Design at a Rural Scale,
"Progressive Architecture , 1981.
7.0 Publications
7.1 "A Critical Climate Architect Examines the Solar Greenhouse
as a Socfo•-Climatic Phenomenon" (1981) .
7.2 "Cold Climate Passive Details: A compendium of Practical
Techniques Found useful in North Country Passive Solar Work"
7.3 "Double Shell Air Envelope Workshop overview" (1980)
7.4 "Building Well-Insulated Walls with Continuous Vapor
Barriers' with Douglas B. Holmes t1981) .
P H I 1b 'dd THE HERD GROL P P.4/4
PROFESSIONAL STAFF Page 3
7 .5 "The Triangular Greenhouse - A Study in Solar Efficiency"
(1982) .
8 .0 Professional Travel
8.1 Europe, Scandinavia, Peoples' Republic of China, Arizona,
New Mexico, Oregon, Florida, Minnesota.
Peter Bolton, Project Architect, Associate
.1.0 Education
1.1 Bachelor of Architecture, Miami University, Oxford, Ohio
(Fiore year course) .
1.2 Studied at Architectural Association, London, England.
1.3 Teaching Assistant in Semiology and Discursive Notation,
Miami University, Oxford, Ohio.
2.0 Professional
2.2 Member of Architectural Association, London, England.
2.2 Registered Architect, New Hampshire.
3.0 Continuity Education
3.1 Architectural Research: Great Britain, France, Spain,
Germany, Austria, Switzerland, Italy.
3.2 SXOX Computer Aided Drafting Training Seminar, Cambridge,
Massadhusetts, 1985,
3.3 Cadcraft Computer Aided Drafting Seminar, 1987.
4.0 Civic
4.1 Served on Student Advisory Board to Dayton Model Cities
Program, Dayton, Ohio.
4. 2 Served-on Mountain Lakes Appearance Committee, Mountain
Lakes, New Jersey.
Johnson and Richter, 1rr,
landscape Ar+cNtects and Urban Desigr�s
Avon Park North Box 667
Avor1 Connecticut 06001
tel 203/678-0669
John Francis Rossi
EDUCATION:
8.S, , Landscape Architecture, Purdue University, 1978
M•.L.A. , Landscape Architecture, University of Massachusetts, 1983.
PROFESSIONAL REGISTRATION*
Landscape Architect - State of Connecticut No. 448
PROFESSIONAL ORGANIZATIONS: '
Member -- American Society of Landscape Architects
Member - 'flown of New Hartford, Inland Wetlands Commission
CURRENT POSITION
Project Landscape Architect, Johnson and Richter-, Inc.. , Avon, Connecticut
(1.985-present)
EXPERIENCE/SELECTED PROJECTS
Riverfront Recapture Design Manual - Port of Seattle Terminal
Hartford, Connecticut. •30 Expan6ion
Jangary 1988"present Seattle, Washington
1983-1984
- Farmington W6ods Condominiums
Avon, Connecticut
December •1986-present
Avon Senior Center
Avon, Connecticut
1987
- Hebron Elderly dousing
Hebron, Connecticut
190-present
•- bridgeport State Park
Bridgeport, Washington
19$4-1985 o�►AJdhr�satir�SlAF�4AR waorr�C•rZaa�
' MOn A Cc w-n A9A Richard F.weah►AU
• nnccr�o�AGegor��S1A oa oca.%dKASA
".f
E
REVEREND EDWARD C.DOHERTY.M.S s.A.
President/Founder
Roncalli Institute and Affiliates
REVEREND EDWARD C. DOHERTY, M.Ss.A.
The work of RONCALLI and Affiliates is as multi- worked with the sick,the elderly and the under-
faceted as its Founder and Executive Director, Father privileged.As a member of the Missionaries of the Holy
Edward C. Doherty, who in his inimitable Irish brogue, Apostles, he addressed the needs of the elderly in the
,jeclares that the RONCALLI IDEA is a "divine greater New England area to his superiors who granted
invitation." In his many public addresses, Father him special permission to begin his work of RONCALLI.
Doherty states that Roncalli is a miracle that unfolds on His experience in mental health and geriatric care at
a daily basis, and he does not hesitate to"storm" Connecticut Valley Hospital, Middletown, and related
heaven for assistance from its mentor,the work with the Triage Home Care project of Connecticut,
Good Pope John. led him to broaden his goal to health care services to
There are many distinct qualities to the man, but none the community at large.
more distinct than his Irishness. Born in County With his extensive duties as Executive Director of
Donegal, Ireland, and raised among Bostonian relatives. Roncalli and Affiliates, Father Doherty continues to
he often refers to his arrival in the United States as an implement new concepts and development programs to
inevitable choice in that he was"coming home to his improve and expand Roncalli's services to patients,
American roots." residents and staff.
While his mother taught the value of home life, his For many. CARING is often defined in human terms; for
grandfather stressed the importance of security and Father Doherty, it is his response to a special"divine
comfort in one's surroundings, concepts that are deeply invitation."
a part of the Roncalli philosophy in its service programs
which offer the elderly dignity in living, a sense of In one of his quiet moments of reflection,the motto of
freedom and loving care. RONCALLI was realized . . . an expression of the
From his early days as a student at Holy Apostles philosophy behind the work.
College,Cromwell, Connecticut, and the Catholic "CARING is more than a personal choice . . .
University of America,Washington, D.C.,Father Doherty . . . it is a divine command from the Lord.
o
'JOIN a
e �
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
�psoR•c AREA CODE 203/644-2511
June 28, 1988
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works lve- f
RE: Engineering Review
Roncalli
Please find enclosed the SEA engineering review for the subject
project.
MJG/jsv
cc: PZC File
Project File
4
S E A Consultants Inc. June 27, 1988
Engin ers/Architects
Principals
Arnold B.Goldstein,P.E.
Fr derick G.Aufiero,P.E.
Robert M.Brandon,A.I.A. Mr. Michael J. Gantick, P.E.
Steph n H.Geribo,P.E. Director of Public Works
David T.Goodemote,P.E.
Bruce E.Soul ,P.E. Town of South Windsor
Kenneth M.Stewart,P.E. 1540 Sullivan Avenue
Anthony J.Zu na,P.E. South Windsor, Connecticut 06074
Associates
Steven L.Bernstein,P.E. Re: Roncall
Paul F.Gabriel,RE. Job No. 88126.32
Mark Gould,P.E.
Micha I S.Schultz,P.E. Task Order No. 32
Arthur A.Spruch,P.E.
Paul C.Ross,P.E. Dear Mr. Gantick:
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
1 Cover Sheet The Mead Group 3-88
2 Key Map Design Professionals, Inc. "
3 A-2 Survey Plan Igor Vechesloff 3-87
4-7 Plot Plan Design Professionals, Inc. 3-88
8-11 Topographic &
Grading Plan " 2-88
12 Construction
Sequence Plan " t�
13-16 Erosion & Sedimen-
tation Plan " �t
17-21 Roadway Profile " 1-88
Y
22-27 Sewer and Storm
Drain Prof iles " 2-88
28-29 Construction Details " 3-88
K1 Architectural Key
Plan The Mead Group "
850 Silas Deane Highway
Wethersfield,CT 06109-3412 Al-A16 Architectural Floor
(203)721-7993 Plans It tt
485 Massachusetts Avenue
Cambridge,MA 02139-4018 A17-A22 Architectural
(617)497-7800 Elevations it '1
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
SEA Consultants Inc. Mr. Michael J. Gantick, P.E.
Engineers/Architects June 27, 1988
Page Two
Y '
L1-L6 Landscaping Plan Johnson & Richter 3-88
Drainage Calcula-
tions Design Professionals, Inc. it
Exhibit A Overall Drainage it 2-88
Analysis Map
Exhibit B On-Site Drainage
Areas Detention It 3-88
Exhibit C Basin Cross-Section
Storm " It
Drainage Calculations it "
- Traffic Impact
Study Storch Engineers 2-88
This information was reviewed for conformance with S E A's comments
dated April 19, 1988. We note the following:
Section 4.13.2.4 TOPOGRAPHIC MAP
g. Proposed storm drainage systems should include lengths, slopes,
and pipe sizes on the maps.
GENERAL COMMENTS
1. The flow line elevation for the detention basin outlet pipe is mis-
labeled on sheet no. 26 and does not correlate with sheet no. 11 .
2. Detail sheet "no. 28" is missing from the note for the anti-tracking
apron on sheet no. 13.
3. Sanitary sewer manhole "drops" should be indicated on the plan and
profile sheets at the following stations:
PSMH #18 Sta 1 + 70
PSMH #22 Sta 1 + 70
Outside drops are preferred by the Town.
SEA Consultants Inc. Mr. Michael J. Gantick, P.E.
Engineers/Architects June 27, 1988
Page Three
4. Headwater values during a 10-year storm frequency for the proposed
drainage systems should be included in the drainage analysis.
5. Hydraulic calculations for the proposed 4' x 10' box culvert located
at Sta 4+52 of the site drive have not been submitted and are
therefore not part of this review.
6. The detention basin summary for existing and proposed flows indicates
a slight increase of approximately 0.5 cfs during a 2-year storm
frequency. The proposed outflow for the 100-year storm appears to
equal the existing discharge of 20 cfs. The engineer has not indicated
how the revised outflows were obtained (i.e. basin expanded or outlet
structure modified).
- . The traffic study examined impacts associated with the proposed site
drive intersection but did not address potential changes in levels of
service at Avery Street and Dart Hill Road or at intersections along
s the southern, more heavily travelled section of Avery Street (i.e.,
at Orchard Hill Road/Benedict Drive, Kelly Road, or Beelzebub Road).
If you should have any questions, pleases do not hesitate to call me.
Very truly yours,
S E A Consultants, Inc.
ames R. Bancroft, P.E.
JRB:mp
y 7'0�� O- saam 'GW•
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
RE: Application #88-15P- Roncalli Institute, Inc.
Senior Residential Care Facility
Avery Street, South Windsor
Dear Sir:
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 th
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 . Correspondance from Vernon should address the downstr am
responsibilities and be submitted to IWA/CC.
Very truly yours,
le
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
'i0r4 MrA
iE,<
4 T-au opSou� ?d&&.40t
0 �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
��osoR.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,
e
A. Bowen Davies
Deputy Town Engineer
ABD/pmm
owM
GO
c �
s " 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 atust 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.
Atty. W. E. Grace -3- July 15, 1988
Black and white transparent mylars of Sheets #21
41 51 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;j,AkNNING AND ZONING COMMISSION
Rajand 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
Inland Wetlands Agency/Conservation Commission
. w PZC File
Arch. /Engineer
Applicant
I, Raymond F Hallowell, Jr. , Chairman of the South Windsor Planning &
Zoning Commission, hereby certify that on July 12, 1988 the Planning
and Zoning Commission granted to Roncalli Institute, Inc. a Special
Exception to Article 4 . 1.8.f of the Zoning Regulations to allow
construction of an adult care living facility.
Property Identification: Easterly side of Avery Street, RR zone in
accordance with Drawings 1 through 29 prepared by the Mead Group
dated March 1988, last revised 4/88, Project No. 86-126 .
Assessor' s Map and Parcel Number:
Address:
More particularly bounded and described as follows: (legal
description from Deed or Mortgage)
lroaisea situated in the Teen of South Viniaore Coumq of larsfords end State of Can-
•eeticute d1eiT��d as fO1lA�at
Beginning at a point is the eaaterly list of itar7Street at the Northwesterly &owner
f land of Olady■ L. blosial thence running northerly •loaf the easterly list of
iear7 Strtot, 50.2 feet to the southwesterly career of land of Xandy Y. Olaas at all
thence running easterly along the southerly Use of lacd of handy X. Olson, at all
275 feet to a point; thvncv runniar sorttarly along the easterly line of lard of
Randy M. Olsoo, at al. 17S tact to a point is Use soutLtrly line of lard of John 1.
Wilson, at all thence runninC easterly, is fret to a point& thence runninC north-rly&
173 feet to is pointl thence runninG westerly• 300 feet to a point in the eactarly
line of leery Street, luo preceding three course* velar sloct the sow mvrly, vaster•
ly, and northerly lined reapectivvly of land o: John V. Wilson, -at all thence rww.IxC
northerly along the easterly line of Avery Street, 12S feet to the southwesterly
corner of land of Regina X. Alosie, at all thence runniuc easterly slonC the coutt.-
arly line of land of ReGiAa M. Blosie, et al, 20784.97 (set, more or less, to-a point
in the South Windsor-Virnoa Town Linet thence runninC southerly along said To.% Line
to the northeasterly corner of land of Ronald R. Hearn. at all thence rurniar vest-
erly along the northerly lines of lands of Ronald 2. Ucarn, it el, and Lewis R.
Epstein, at al, partl7'alonC each, to the northerly corner of lsad of Arthur J.
Itartelli. Jr., it all thence renninf southerly along the westerly lines o: lands of .
Arthur J. Martelli, JrJ, at al, and William. N. Olaan, et al, partly alonr each, to a
p intl thence runninG vesterly alone the northerly lines or lands of ulna• r:.
Olean, it al, Gilbert Tavares Oliveira, it al, keonte :taws:t, at sl. Uward i,
Jordan, at al, Mary R. Hurd, Faul J. Mader. at al. later T. Grocc. at el, Janet L.
roes and the northerly line, of a street stub, partly along cacti, to the coutneacterlr
c rner of land of Regina H. Dlo:ie, at all thence running northerly slant tt.v east-
erly line or load or Refine M. hustle, at al, 611.18 Ire�.ts�ora or lets, to a l+oiaii
thence running northwacterl7 elanG the northeasterly liul,oj berina X. Dlosie, et al,
2.C.72 feet, sore or leas, to a point; thence running vecterly slonC the northerly
line of land of Regina It. Dlo=ie, et al. 10%29.8a• fact, more or less, to the north-
eogterly corner of land of Gladys L. hllo:se; thence runninG westerly along the north-
erly line of land of Gladjo L. blosie, 130 fact, more or lets, to the point o: t►aciA-
ninc. '*
OWNER OF RECORD: Roncalli Institute, Inc.
Dated at South Windsor, Connecticut this 15th day of July, 1988
In ordance with CGS Section 8-3d
o F. Hallowell, Jr. , Chairman
Planning & Zoning Commission
Received for record this day of , 19 , at
South Windsor, Connecticut.
ATTEST:
Town Clerk
�Z
e �
$ w 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 -
l�osoR.00 AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 16, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its July 12, 1988 meeting, the Planning and ommission
voted to take the following action:
1 . Approve, with modifications, Appl,'. #88-15P, yal Windsor
Development Corp. for a Special Ex o Article
4 .1 . 8 .f. of the Zoning Regulations for a 560-bed adult care
living facility to be known as Roncalli at South Windsor,
located on the east side of Avery Street, RR Zone.
2 . Approve, with modifications, Appl. #88-30P, Ludwick and
Marion Szeluga, for a 21-Lot Subdivision of property on the
east side of Lawrence Road, to be known as Spinners
Estates, A-30 Zone.
3 . Approve, with modifications, Appl. #88-61P, Thomas Welles,
for a 1-Lot Subdivision of property at west side of Avery
Street south of Beelzebub Road, A-30 Zone.
4 . Deny Appl. #88-32P, Rene Veilleux, for a General Plan of
Development and Zone Change to DA-15 for property at the
corner of Sullivan Ave. and Ayers Road and at the corner of
Graham Road and Ayers Road, A-20 Zone.
Dated at South Windsor, Connecticut this 13th day of July, 1988 .
PLANNING AND ZONING COMMISSIUN
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
STATE OF CONNECTICUT
MEMBERS
TRAFFIC COMMISSION Commissioner of Transportation
Department of Transportation Commissioner of Public Safety
24 Wolcott Hill Road • P.O. Drawer A Commissioner of Motor Vehicles
Wethersfield, Connecticut 06109
Phone : 566-5228
August 3, 1988
1
Mr. James W. Ford
Storch Associates
161 Main Street
Wethersfield CT 06109
Re: STC# 132-8806-01
Dear Mr. Ford:
Subject: Roncalli Senior Care
Town of South Windsor
With reference to your May 25 submission, the Bureau of Planning
and the Bureau of Highways' Division of Traffic Engineering have
completed their reviews of the subject development.
It was determined that the site-generated traffic would not
substantially affect state highway traffic. Therefore, a certificate
will not be required pursuant to Section 14-311 of the General
Statutes of Connecticut, as revised.
• Very truly yours,
William W. Stoeckert
Executive Director
cc: Chief Gary K. Tyler
Mr. Thomas D'Auria
An Equal Opportunity Employer
C+ASEY, HALPERN, GRACE & DOMBROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAO
SOUTH WINOSOR,CONNECTICUT 06074
[203]644-1526
JOHN M.CASEY 165 S I LAS OEANE H I GHWAY
KENNETH S.HALPERN WETHERSFIELO,CT 06109
WILLIAM E.GRACE [203]563-2634
JOHN W.OOMBROWSKI,JR.
ARRIL C.TEVERIS
August 11, 1988
Marcia Banach
Town Planner
South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
RE: RONCALLI AT SOUTH WINDSOR
APPLICATION NO. 88 - 15P
Dear Marcia:
On behalf of Roncalli Institute I am requesting a 90 day extension
for submitting plans for filing. This extension is necessary due to
the fact that a number of permits are still outstanding and the 30 day
requirement cannot be satisfied.
Very truly yours,
c
Ap it C. Teveris
ACT/att
CASEY, HALPERN, GRACE & DOMEIROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH WINDSOR,CONNECTICUT 06074
[203)644-1526
JOHN M.CASEY 165 S I LAS DEANE H I GHWAY
KENNETH S.HALPERN WETHERSRELD,CT 06109
WILLIAM E.GRACE (203)563-2834
JOHN W.DOMBROWSKI,JR.
ARRIL C.TEVERIS
August 15, 1988
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: RONCALLI AT SOUTH WINDSOR
APPL. # 88-15P
The Owner, Roncalli Institute, Inc. and Applicant, Royal Windsor
Development Corporation, hereby request a 90 Day extension in which to
file the plans with regard to the above-captioned application.
RONCALLI INSTITUTE, INC.
ROYAL WINDSOR DEVELOPMENT CORP.
sy
William E. Grace
Their Attorney
WEG/att
40w N dE,
ccol
a
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�'�'osoR•CO AREA CODE 203/644-2511
August 19, 1988
Mr. Peter DeMallie
Design Professionals
1170 Ellington Road
South Windsor, CT. 06074
Dear Mr. DeMallie:
At a special meeting of the Water Pollutio o rity held on
August 16, 1988, the Authority voted t e Ron call f i al approval,
as shown on a map dated March 28, 198 - i n P ionals -
Project #86-126, with the following conditions:
1. That the plans meet the technical approval of the Town Staff.
2. That this approval letter is affixed to the final set of
mylars and filed with the Town of South Windsor.
3. That the manhole is placed in the center of the paved
right-of-way.
4. That the Town of Vernon accepts a revised Intertown Agreement
with South Windsor regarding the total flows.
5. That the Town of South Windsor is not involved in the rights-
of-ways for the cross country sewer line, the project and the
Town of Vernon sewerage system.
Very truly yours,
AnVy Falza o Jr. , Chairman
TOWN OF SOUTH WINDSOR
Water Pollution Control Authority
AFJ:pm
CC: John Collins, Building Inspector
Marcia Banach, Director of Planning
Raymond Hallowell Jr. , Chairman, Planning & Zoning
A. Bowen Davies, Deputy Town Engineer
AF FLILA 1 WN
SEP 1 5 1988
Department of Environmental Protection
Water Resources Unit
,�..n `�1 •� to Office Building Leave Blank
Xnvm,CLerk 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 SEP 1 5 1988
1. ) This is an application for: New Construction = Alteration
(check one) Repair
Remo va 1
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: stormwater detention
4.) Pond characteristics:
a.) surface area 27.7nn f c.) volume at spillway height 2_g ac-ft
b.) drainage area ,g q Ar.. d.) volume at top of dam I_R ar—ft
5. ) Dam characteristics:
maximum height at centerline 8.0 ft. total length 270 ft.
6. ) Spillway(s) characteristics:
a. ) type RrF and QpQn Gha_n o, d.) height above streambed
b. ) capacity 80 cfs e.) set bedrock, gravel , clay,
QRIAcircle 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 hours e.) volume of runoff 236,000 c.f. (50 yea-r
b. ) return frequency 2.5,10.25.90 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, 23g•Z
PLEASE SUBMIT IN TRIPLICATE WITH PLANS
l r _ .,. -
9. ) Use of fill material
a. ) Will fill material be placed in the existing watercourse?
Yes No xxx
b. ) Volume of fill to be placed in the existing watercourse N/A
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 re primarily an excavated 8tructure_ ---The proposed development' is a
560 bed senior residential care facility.
Signature of owner Name of Engineer/'
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-
y mould b -enclosed--with this permit.
v
t sident 08,19.88
Signature, Title _ Date
M E M O R A N D U M
August 31, 1988
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: Roncalli #88-15
Engineering Review
Please find enclosed the SEA engineering review for the subject
application.
Should you have any questions please contact me.
MJG/jsv
cc: Engineering Department
PZC Correspondence File
r � �
i;
SEAL nsultants Inc. August 2 6 1988
Engineers/Architects g r
Principals
Arnold B.Goldstein,PE. Mr. Michael J. Gantick, P.E.
---FrederickG.Aufiero,RE. Director of Public Works
Robert M.Brandon,A.I.A. Town of South Windsor
Stephen H.Geribo,P.E. 154 O Sullivan Avenue
David T.Goodemote,P.E.
Bruce E.Soule,RE. South Windsor, CT 06074
Kenneth M Stewart,P.E.
Anthony J.Zuena,P.E.
Re: Roncali
Associates Job No. 88125.41
Steven L.Bernstein,P.E. Task Order No. 41
Paul F.Gabriel,P.E.
Mark Gould,RE
Joseph A.Murphy,P.E. Dear Mr. Gantick:
Michael S Schultz,P.E.
Paul C.Showstead,P E.
Arthur A.Spruch,P.E. As requested, S E A Consultants Inc. has reviewed the
Paul C.Ross,P.E. following for the above referenced project:
Sheet No. Title Prepared By Date
11 Grading Plan Design Professionals 2-88
17-21 Roadway Profile " " 1-88
26-27 Sewer and Storm " " 2-88
Drain Profiles
Exhibit A Overall Drainage " " 2-88
Analysis Map
Exhibit B On-Site Drainage " " 3-88
Areas
Exhibit C Cross-Section of " " 3-88
Detention Basin
-- On-Site Drainage " " 3-88
Calculations
-- Detention Basin " " 8-88
Design Report
This information was reviewed for compliance with the Town of
South Windsor Subdivision and Zoning Regulations dated July
24, 1988 and standard engineering practice. The following
850 Silas Deane Highway comments pertain to a review of the proposed storm sewer
Wethersfield,CT06109-3412 system and detention basin calculations and is exclusive of
(203)721-7993 comments #1,2, 3, and 7 of S E A's letter dated June 27, 1988.
485 Massachusetts Avenue We note the following:
Cambridge,MA 02139-4018
(617)497-7800
1537 Main Street
Springfield,MA 01 1 03-1 420
(413)731-9662
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
SEA Consultants Inc. GENERAL COMMENTS
Engineers/Architects
1. The detention basin design report indicates that a slight
increase (approximately 0.5 c. f.s. ) is expected during a
two-year storm frequency. This increase will be
mitigated by constructing a riprap berm across the bottom
of the basin to elevation 235. However, it is unclear
how the berm will function as a detention structure.
Also, the location and details of the berm should be
indicated on the plans and cross-section of the basin.
2 . The detention basin notes contained within the basin
design should be included on the plans avJ cte A &V rtcaawmYp
3 . Section G.3 .2 . , Outlet Protection, indicates a 48"
R.C.P. However, the location of this pipe is unknown and
not designated on the plans.
If you should have any questions, please do not hesitate to
call me.
Very truly yours,
S E A Consultants Inc.
ohn T. Holland
JTH:alp
l
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Wa
Sol
v�
September 14, 1988 , �►�.
s
Richard J. Sartor e C�
Manager
Town t l
Town Hall 9
1540 Sullivan Ave.
South Windsor, CT '
5 " c
zmo�g��ti;� ; Re: Application # DS-88-009
y , Town of South Windsor
Dear Mr. Sartor: C
Enclosed please find a copy of the Dam Construction Permit
Application form, together with a copy of the Public Notice for the
proposed project that is now before this department. Copies of the
Permit Application form have been forwarded to the Town Clerk and
also to the town Inland Wetlands Agency for their review. In
addition the Town Clerk received a copy of the Public Notice for
posting.
If you have any questions concerning the above referenced
project, please contact either Wesley Marsh or myself at 566-7245.
Sincerely,
0z 6 E P C 9—.a
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
s - - _ SEP 1 5 1988
! � )r �l :rlt�,►[�!1','1�
fz
Town CIerk��
� 1*1qOT2 CE OF APPL2 CAT= ON
D
DAM CONSTRUCTION PERMIT APPLICATAP 16 1988
P�anninSOuth Windsor
8 & IoninB Com
NO. mDsgt098-009
The Commissioner of Environmental Protection is considering the
application of Roncalli Institute, Inc. to construct a detention po
nd d 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 Buildin Hartford,
rtford,
CT 06106 , and in the Town Clerk' s Office in South Windsor.
Comments must be submitted in writing on or before October 14 1988.
Dated: September 14, 1988 John W. Anderson, Deputy Commissi
oner
Approved by: ?
C
Phone:
165 CLpi[ol A•--nuc
STATE OF CONNECTICUT
,•h��, DEPARTMENT OF ENVIRONMENTAL PROTECTION
rLw.rw
C0•t 1
1 r,
----------------------------- �-- -_ ---
\,_NOV 14 198b
So, WINDS0R PLANNING D ''Isar
NOTICE OF ISSUANCE OF DAM CONSTRUCTION PERMIT C ,:,
Li
The Commissioner of Environmental Protection pursuant to Section 22a-401
through 22a-410 of the General Statutes has issued a construction permit
to W-V:..Edwaa d"'C,-.--22�lerty, President
Address ',,_ •Roncalli Institute. 'Inc. Main St. ,P.O. Box 121, Cromwell , CT
for the construction
of a dam on Roncalli Detention Pond
•• located in the Town of South Windsor.
m
W
0
L
a Dated: November 4, 1988 John W. Anderson
a Deputy Commissioner
Phone:
165 Capitol ANenue Harttord, Connecticut 06106
CASEY, HALPERN, GRACE & DOMBROWSKI, P.C.
ATTORNEYS AT LAW
47S BUCKLANO ROAD
SOUTH WINOSOR,CONNECTICUT 06074
[203]644-1526
TELECOPIER[203]B44-1520
JOHN M.CASEY 165 SILAS MANE HIGHWAY
KENNETH S.HALPERN WETHERSFIELO,CT 06109
WILLIAM E.GRACE
(203]563-2634
JOHN W.OOMEIROWSKI,JR.
APRIL C.TEVERIS
January 6, 1989
South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
ATTN: Marcia Banach, Town Planner
RE: RONCALLI AT SOUTH WINDSOR - APPLICATION NO. 88-15P
Dear Marcia:
On behalf of Roncalli Institute I am requesting an additional 90 day
extension in which to file the plans. The Applicant is in the process of
making arrangements for the sewer system with the Town of Vernon.
Very truly yours,
Royal Windsor Development Corp.
By William E. Grace,
Attorney for
WEG/att
pow M aE,`
C �
� V
1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074
't'QSpR.Cp�
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
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 conf�rmat 1� of our discussion on May
19, 1989 regarding Application 4f,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,
4 �2.
9'-�< <
John E. McCahill
Zoning/Wetlands
Enforcement Officer
JEM/pmm
• ch Director of Planning
v
cc. Marcia A. Bana , g
Jerry Iazzetta, Town Engineer
IWA/CC File
George Hession 633-5547
t 42 Grist Mill Road, Glastonbury, CT 06033
June 21, 1989
Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT ON74
Dear Marcia:
I am in the process of buying the Avery Street property from the Roncalli
Institute and have had some discussion with lenders relative to project
financing.
One question relates to compliance with Section 4.1.8.f. of the town zoning
regulations, as contained in the July 15, 1988 project approval letter from
the Planning and Zoning Commission.
Section 4.1.8.f. lists three conditions covering "hospitals, sanitariums, and
convalescent homes." I plan to have a wide range of on-site services at the
project provided by a hospital, as well as on-site convalescent hoes services
including both assisted living beds and skilled nursing facility beds (SNP
beds).
There is a timing problem involved in SNP beds which requires approval of a
Certificate of Need application by the Commission on Hospitals and Health
Care. The Commission is currently involved with approval of hospital budgets
for fiscal 1990 and has a moratorium on processing any SNF CON requests until
this fall (November).
I would like to begin developing the project now and avoid additional delays
relating to the CON application. Therefore,. I would appreciate it if you and
the Zoning Enforcement Officer would give an opinion as to whether the
provision of on-site services by a hospital would comply with the
requirements of Section 4.1.8.f.
Sincerely,
George Hession
t
t010 st,`
rA
W Ti ap s �
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
OsoR•coN�� AREA CODE 203/644-2511
June 22, 1989 ;
Mr. George Hession
42 Grist Mill Road
Glastonbury, CT 06033
Dear George:
W are in receipt of your letter dated June 21, 1989 regarding the
Roncalli project. The spirit of the Planning and Zoning Commission
approval of the development was clearly based on the provision of a
continuum of care services for the elderly - from independent living,
through assisted living, to acute care. Your letter indicates that :
you would still provide this continuum of care with or without the
skilled nursing beds.
It is our opinion that as long as one of the criteria of Section
4 . 1 . 8.f is met, and the spirit of the approval is maintained, then
the development complies with the Planning & Zoning approval.
Provision of on-site acute care services by a hospital would indeed
satisfy one of the criteria in Section 4.1.8.f.
If we can be of further assistance, please do not hesitate to call.
Very truly yours,
Marcia A. Banach
Director of Planning
John E. McCahill
Zoning/Wetlands Enforcement Officer
MAB/pmm
George H e s s i o n 633-5547
42 Grist Mill Road, Glastonbury, CT 06033
RECEIVED
June 27, 1989
JUL S 1989
SO. WINDSOR PLANNING DEPL
Ms. Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Marcia:
Thank you very such for your June 22, 1989 letter clarifying the criteria for
Section 4.1.8.f. I will now proceed with development plans as we discussed
and will keep you posted on progress.
Attached for your information are two articles on "Life Care at Hose" which
relates to the supplemental services we discussed. I feel this type of
project can help address the affordable housing goals for the Town, and I
would like to follow up on this with you.
Again, many thanks.
Sincerely,
'A 9"-�-
George Hession
Enclosures
•
4 �c~ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
���so�•coN� AREA CODE 203/644-2511
February 16, 1990
RE: Preconstruction Meeting - The McMahon (formerly Roncalli)
Application #88=15P
February 15, 1990
IN ATTENDANCE
Name Companv/Address Telephone #
Stev Melanson Conn. Water Co. 623-3354
Steven R. Colbath Design Professionals 291-8755
Peter DeMallie Design Professionals
1170 Ellington Road
South Windsor 291-8755
Chris Wojciak Conn. Water Co. 623-3354
A.B. Davies Town of South Windsor 644-2511
Bob Arsenault Design Professionals 291-8755
Frank Danahey The McMahon
1776 Ellington Road 644-7494
George Hession The McMahon 644-7494
Thomas N. Cross The Klett Organization
and Architects
112 York Road
Jenkintown, Pa 19046 215-516-1580
Fred Shaw Town of South Windsor 644-2511
Neil Danahy Town of Vernon
14 Park Place
Vernon, CT 06066 872-8591
Ken Jarvis Annulli & Sons
147 Hale Road
Manchester, CT 06040 644-2427
David Ignatowicz Town of Vernon 872-8591
Lon Annulli Annulli & Sons 644-2427
Ronald Taft 14 Park Place
Rockville, CT 06066 872-8591
Jerry C. Iazzetta Town of South Windsor 644-2511
The following is a brief summary of points discussed during the
meeting.
Erosion & Sedim ntation Control
1. All erosion and sedimentation control measures are to be in
lace prior to earth moving operations in each area and
maintained cleaned out during construction. Call
Zoning Wetlands Enforcement Officer for inspection when
measures are in place, prior to commencement of site work.
Copy of all Erosion and Sedimentation Controls inspection
reports to be sent to Vernon Town Engineer.
2. All topsoil stockpile areas to be protected (ringed with
haybales or equal) .
3. During construction of the road/driveway a crushed stone
tracking pad is to be installed and maintained to minimize
tracking of dirt/gravel onto Avery Street. Calcium
chloride or water is to be used for dust control as
required.
Public Works
1. Four complete sets of approved/revised plans to be provided
to Town prior to start of construction. They will be
stamped by Planning Department along with plans developer
needs. Only approved plans are to be used on jobsite.
2. The Public Works Department is to be notified forty-
eight(48) hours prior to the start of major construction
work with inspections and testing per Developers Checklist
requested for the following:
a) after site is staked out
b) all drainage work
c) Preparation of subgrade, compaction tests as
requested by the Town.
d) Preparation of subbase, six (6) inch lifts
e) Placement of bituminous concrete, 2 inch layers.
3. Certification of gravel used as subbase will be required by
an approved testing company.
4. No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
5. As built plan are to include horizontal and vertical
location of all underdrains, footing drains, and sanitary
sewers located as per revised as-built checklist.
6. A=1 pipe and structur s to be backfilled with fre draining
material, compacted in maximum one foot lifts with approved
compaction equipment or approved equal if deep trench is
encountered. Any pipe or structure work requires
inspection prior to backfilling.
7. Any problems and/or questions regarding construction of
this project will be directed to Ken Jarvis and Frank
Denehy in the field.
8. All filling to be done in accordance with Department of
Transportation specifications. To be compacted in maximum
lifts and tested as necessary.
9. Job meetings will be held as needed, and can be called by
the developer or Town.
10. Forty-eight (48) hours notice needed for Certificate of
Occupancy inspection. Two week review period (10 working
days) needed for all individual site (lot) plans prior to
issuance of building permit (may be longer if application
is incomplete) . See General Guidelines for Certificat of
Occupancy and Building Permit.
11. Any proposed changes are to be presented to the Engine ring
or Planning Department prior to implementation on change
sheet in triplicate. Town will attempt to turn around
within 24 hours.
12. No paving after October 15 without written approval from
Director of Public Works.
13. Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on
Sunday.
14. Anticipated May 1990 start of construction.
Planning Department:
1. Per Planning & Zoning approval, building permits will be
issued for Phase I only; release of building permits for
subsequent phases must be obtained from Planning & Zoning.
2. Snow fencing for tree preservation (per Planning & Zoning
approval) must be installed, with signs alerting equipm nt
operators.
3. Prior to filing of mylars, deeds/easements and bonds
required.
4. Deceleration lane on Av ry Street must b resolved.
W.P.C.A.
1. Sewer easement to Ahern Lane to include Vernon/property
owner only - not South Windsor.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting (if required) to be coordinated with the Fir
Marshal.
Connecticut Water Company
1. Connection to Murray Road through Town R.O.W. requir d by
Connecticut Water Company - permission to use Town R.O.W.
needed. Applicant to submit request in writing.
Police Department:
1. Emergency phone numbers for the duration of the
construction must be provided to the Police Department on a
company letterhead. If the developer occupies or owns the
building/s after construction emergency numbers must be
provided to the Police Department.
2. All buildings located on property which abutts a public
highway must be numbered. Such number/s (address) shall be
visible from the street. All numbering shall comply with
Town Ordinance 6-800 thru 6-802.
3. Barns, garages and outbuilding which are located on the
same premises as a numbered structure are excluded.
4. Erect temporary sign on the site during construction
identifying the project.
5. If an alarm is to be installed contact the Police
Department.
Building Department:
1. Plan review with Building Official/Fire Marshall required
prior to application for building permit. Coordinate with
Chief Building Official.
Vernon WPCA
1. Existing sewer capacity appears to be exceeded during peak
hours. Solution to be coordinated with Vernon WPCA.
2. Copies of all tests related to sewers to be forwarded to
Vernon WPCA (David Ignatowicz)
Very truly yours,
Marcia A. Banach
Director of Planning
MAB/pmm
cc: Jerry C. Iazzetta, Town Engineer
Thomas Hart, SWPD
Karl Reichle, Public Works
Mel Stead, Public Works
Minh V. Le, SNET
Hal Clisby, CL&P
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahill, Zoning Enforcement Officer
Steve Melanson
Steven R. Colbath
Peter DeMallie
Chris Wojciak
A.B. Davies
Bob Arsenault
Frank Danahey
George Hession
Thomas N. Cross
Neil Danahy
Ken Jarvis
David Ignatowicz
Lon Annulli
Ronald Taft
rp a
■
■ February 21 , 1990
n esig i
? nc,ofessionals,
civil engineers • planners • surveyors
■
Marcia Banach, Planning Director RECEIVED
TOWN OF SOUTH WINDSOR
1540 Sullivan Avenue FEB 22 1990
South Windsor , Connecticut 06074
K WINDSOR PLANNING DEM
Dear Marcia:
Re: The McMahon
Avery Street
South Windsor , Connecticut
Project No. 86-126
On July 12, 1988 the Planning & Zoning Commission approved the site
plan and special exception for The McMahon continuing care facility
(formerly identified as "Roncalli at South Windsor"/Application No.
68-15P) . Item No. 16 in the approval letter required us to design a 300
feet long deceleration lane for the easterly side of Avery Street, and
submit this design with the final plans. This design was submitted to the
Engineering Department on August 12, 1988.
If implemented, this plan will require expansion of the Avery Street
right-of-way, and the removal of trees, reconstruction of driveways, and
regrading in the front yards of two single-family homes (see attached plan
revised through 8/4/88) .
The project ' s approval motion required us to inform the Commission if
"access/slope rights are required to complete the deceleration lane" , and
if so required, "the Commission will attempt to secure said rights through
the Town Council . "
Please be advised that rights will be so required. But I think it
would be appropriate for the Commission to first assess whether or not
they wish to pursue the deceleration lane, which was not part of our
original plans nor recommended by our traffic engineer , James Ford of
Storch Associates. I am particularly concerned about the anticipated
impact on the two abutting homeowners ( loss of trees, establishment of a
new 60 feet wide right-of-way, slope rights for regrading 15' to 35,
beyond the new street line, reconstruction of driveway entrances) , and the
guaranteed loss of additional trees in front of The McMahon' s property.
Accordingly, please review this matter with the Commission, and let us
know of their decision. Our client is prepared to pursue the project with
or without the deceleration lane.
Sincerely,
DESI PROFESSIONALS, INC.
J(1-11.04AIII.
Peter R. DeMa11ie
Principal
cc: George Hession/The McMahon w/map
1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755
■ C'y�.a t�1' T'b — �'rZ C �
es i g n
rofessionals, ionc. -
� civil engineers • planners surveyors March 6., c7?p �
■
j O'f) k4&
-
Michael Gantick
Director of Public Works
lown of South Windsor
1540 Sullivan Avenue
Soll th Windsor . CT 06074
RE: McMahan Senior Residence, Avery Street
Dear- Mr . Gan t i c k :
Our client; , the Avery Development Corporation, is rinvi t1he
ot-finer_. of the 56 acre parcel on Avery Street that is to bt?
developed as a senior residential care facility as approvrd
by the Town of South Windsor . This land is north of a Town
owned strip of land that runs between Murray Road and the
property line. Apparently , this strip of land was dPeL';-=ri tr-1
the Town in order to provide roadway and utility access ontn
the l r--nd nc:w owned by Avery Development .
We would l i l:e to formally request use of and travel acr n -=
this Towri owned r i gtt t -o f-way. The requested access viou l d Inc
for the purpose of installing utilities to service the
proposed life care facility on the property of Avery
Development Corp . Upon completion of utility installation.
the disturbed area would be regraded and replanted to town
standards .
Construction drawings will be made available -for your
inspection before commencement of site activity . Ut i l i t.y
installation is anticipated in late 1990 or early 1991 .
Thank you f or your a t tent i on.
io x�
ST) P 1 - �..- --- +- - Cr` MAR 8V R. Ir
Co 1 ba th
Engineering Manaqer P._::cY';:'s
cr_ : Gec;r c!^ Hess i oll
1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755
■esigr)9
rofessionals, inc. March 19 1990
civil engineers • planners • surveyors
■
.�
RECEIVED
Ms. Marcia Banach
Director of Planning 1M 21 M0
Town of South Windsor
Town Hall 911. WINDSOR PLANNING DEFT.
1540 Sullivan Avenue
South Windsor , Connecticut 06074
Re: The Dorchester
The Dorchester Health Center
Avery Street
South Windsor , Connecticut
Project No. 66-126
Dear Ms. Banach:
The Dorchester Continuing Care Retirement Community on Avery Street is now
preparing to submit a Certificate of Need (C.O.N. ) application to the
Commission on Hospitals and Health Care (CHHC) . The application expressly
addresses an on-site 60-bed skilled nursing facility (S.N.F. ) If you
should choose to offer a letter of support, kindly consider the following:
1 . The letter should be addressed to :
Commissioner Gardner Wright , Jr .
Chairman, State of Connecticut
Commission on Hospitals and Health Care
1049 Asylum Avenue
Hartford, Connecticut 06105
2. The project is "a continuing care retirement community" (CCRC)
comprised of:
313 apartment units -- "The Dorchester"
60 SNF beds -- "The Dorchester Health Center"
3. The letter of support is for the 60 SNF beds, with reference to
the overall CCRC.
4. The C.O.N. application is being submitted on or about March
26th. While it would be helpful , it is not imperative that your
support letter be included with the application package. Letters
i of support will be most welcome even into April .
1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755
spro
-IPV (2)
5. Prior to completing your letter , you may wish to visit the
recently completed model located in the former community hall
building at 1776 Ellington Road . Please feel free to call me for
an appointment , or call George Hession directly at 644-7494.
Later in the year, there_ be a public hearing on the C.O.N.
application. We will keep you abreast of the time, date and
place in the event you or your representative would like to
attend.
6. Floor layouts for the skilled nursing facility building are also
available for review at the marketing office on Ellington Road .
Please feel free to call if you should have any questions, or if you
should want to set up an appointment to view the model or floor layouts.
And if you can think of any additional supporters for our application, we
would appreciate being apprised of their names.
Sincerely,
DESIGN PROFESSIONALS, INC.
By: /A
P ter R. DeMallie
Principal
cc : George Hession
i
esign
rotssionals, inc.
■ civil engineers • planners 0 surveyors 1170 Ellington Road (Route 30), South Windsor, CT 06074 0 (203) 291-8755
i
�0 01 i f,
y r T_0 aps `�•
O �
•
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
!'►°soR•co AREA CODE 203/644-2511
March 21, 1990 .
Commissioner Gardner Wright, Jr.
Chairman; State of Connecticut
Commission on Hospitals and Health Care
1049 Asylum Avenue
Hartford, Connecticut 06105
Dear Commissioner Wright:
. re: The Dorchester Continuing Care Retirement Community
Avery Street, South Windsor
It is my understanding that the above-referenced development is
seeking a Certificate of Need for a 60-bed skilled nursing
facility.
The Town's Planning and Zoning Commission gave strong support to
this proposed development and was very enthusiastic regarding its
"continuum of care" concept. The skilled nursing facility would
be an integral part of the continuing care concept.
I urge your Commission to support the Dorchester Retirement
Community by providing the Certificate of Need.
Very truly yours,
Marcia A. Banach
Director of Planning
4011" +
r T-o �� `�•
4 ti� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
.co�� AREA CODE 203/644-2511
March 26, 1990
Mr. Steven R. Colbath
Engineering Manager
Design Professionals, Inc.
1170 Ellington Road
South Windsor, CT 06074
Dear Mr. Colbath:
Subject: McMahon Senior Residence
Murray Road R.O.W.
In response to your March 6, 1990 letter, please be advised
that until the details of your plans for utility installation
have been submitted, no formal approval for the use of th
subject R.O.W. can be granted.
It would be advisable that once you have plans available,
that you schedule a meeting with us to review same, as th
specific utilities and potential need for future maintenance
access should be known.
Should you have any questions in the meantime, please f el
fr a to contact this office.
Very truly yours,
Michael J. Gantidk, P.E.
Director of Public Works
MJG:bmr
cc: Jerry Iazzetta, Town Engineer
M. C. Stead, Jr. , Supt. of Streets
Marcia Banach, Director of Planning
C. F. Shaw, Ass't. Director of Public Works
Project File
RECEIVED -
APR 25 1990
10, V.D30 pWNINc DEPL
April 20, 1990
Jean Zurbrigen, Town Manager
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Ms. Zurbrigen,
My husband and I own property at 11 Murray Road in South Windsor.
There is a 50 ' strip of land abutting our property which was part
of the original subdivision. This strip was deeded to the Town for
future access to the rear parcel. It is our understanding that
this strip is no longer needed, as the rear parcel in question is
being developed for the elderly housing developr.?ent with the main
access on Avery Street. Upon examination of the plan of
development and discussions with Marcia Banach, it appears that
this stub ROW was not included in the plan as an access point.
Marcia Banach informed us that the present developer has requested
easements through this property for utilities.
We would like to formally request the opportunity to purchase this
strip and annex it to our lot. The Town does not use nor take care
of this 50 ' strip, and since it appears that it is no longer
necessary, we are prepared to buy it subject to the utility
easements that may be sold or given to the developer in conjunction
with the "Roncalli" development. Please advise as to what
procedures are necessary to bring this matter to the attention of
the Council.
Our home telephone number is 644-1108 . I can be reached during the
day at the law firm of Kahan, Kerensky, Capossela, Levine &
Breslau, where I am employed as a secretary, at 646-1974 .
Thank you for your anticipated cooperation.
Sincerely,
Susan Dowding
cc: Marcia Banach
~N a 4
a U
T-0 O-PV 70&U&1at
Cd 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
4�~°so�•co``� AREA CODE 2031644-25U
George Hession April 25, 1990
Th Avery Development Corporation
1776 Ellington Road
South Windsor, CT 06074
D ar Mr. Hession:
R Application #88-15P - The Dorchester
At the 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 Resid ntial
Car Facility located at 940 Avery Street, RR zone as shown on plans
pr pared by Design Professionals, Job. No. 86-126, dated March, 1988,
r vised 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,
Jam s A. Lombardi, Chairman
Inland Wetlands Ag ncy/Conservation Commission
WATER POLLUTION CONTROL AUTHORITY
TOWN OF SOUTH WINDSOR
REGULAR MEETING
June 5, 1990
Chairman Joseph Caris=o called the meeting to order at 7:30 P.M.
(A) ROLL CALL
Absent: Robert Dickinson, James Kupchunos
Present: J. Carino, C. Fletterick, F. Black, C. Westbrook, A. Falzarano
Also Present: F. Shaw
(B) ACCEPTANCE OF MINUTES OF PREVIOUS MEETINGS
May 15, 1990
June 5, 1990
(C) COMMUNICATIONS AND *REPORTS
1. Superintendent of Water Pollution Control Authority
None
2. Council Liaison
Mr. Carino said it was his understanding the Council Liaison would
attend, so suggested •moving to item three.
3. Commissioners
None
4. Other Agencies
(D) PUBLIC PARTICIPATION (Items Not on Agenda)
None
(E) BILLS, CHANGE ORDERS, DISBURSEMENTS
None
(:F) UNFINISHED BUSINESS -
1. Dorchester Project
Mr. Shaw noted that along with the agenda, a brief matrix had been
included concerning the advantages/disadvantages of rerouting the
Dorchester Project (a senior health care facility planned for the
east part of town, back into the town of South Windsor. He said it
is in the wasteshed area to be served by the Town of Vernon as per
the inter-town agreement with them. Mr. Shaw said staff has looked
into the benefits and disadvantages of the Town of South Windsor ser-
ving that particular development and also looked at the status of the
Benedict Drive pump station that would serve the facility should the
flow come back to South Windsor.
He said staff has looked into many things and is of the opinion that
there is a net benefit to the Town of South Windsor to accept this
particular project and service it rather than allow the Town of Vernon
-to service it. He said there are both economic and non-economic benefits
'which accrue to the town if it does service the project.
He noted one concern that of the ability of the pump station to
handle additional flow. As 'you know we are in the pro6ess of
selecting an engineer to study the upgrading' of both the Benedict
and the Clark Street pump stations. We feel we are nearing the capacity
of LlIa L PUMP station (Benedict Drive) now, but it will be several
months before we can complete that study. He said staff had looked
at the station closely to determine its present operation and to deter-
mine, as well as possible, that it is near the design capacity.
Mr. Shaw presented a memo received the previous day from Design Profess-
ionals concerning recommendations and suggestions. Representatives
of the firm were present. Mr. Shaw said it is going to be some time
before the project is actually at a point when they begin to connect,
when they would have flow coming form the project. They anticipate it
will be the fall of 1992 before their first certificates of occupancy
are obtained.
He said that South Windsor's schedule for improving the stations in-
volved completing the engineering study, later this year or next spring..
After that, it will depend on what the engineers determine are the
necessary measures to take to upgrade that station so it can handle the
full development of the wasteshed.
He noted that one suggestion was made that perhaps WPCA could give
conditional approval so the project could move ahead, with a clear under-
standing that if there is a need to upgrade the station and if the
upgrade of the station is not complete by the time they are ready to
proceed with occupancy, that the developer would be willing to provide
the necessary equipment to upgrade that station to provide additional
pump capacity to serve its needs.
Mr. Shaw said he doesn't yet know exactly what is going to be required
of that station, Out suspects it would be a large pump propeller and
perhaps a new method of controlling the pump operations. Some of this
work can be done in 1992 to bring the pump up to larger capacity, so it
can serve that project. Mr.. Shaw.passed out a sheet showing a table
depicting the phase-in of flow versus time. It listed the total flow
they anticipate in 1992 would be approximately 9,200 and would increase
by the end of 1993 to 40,000 gallons. He said he anticipated that if
the funding is approved to proceed with the study, construction of the
station could be completed by 1993, even if the entire station had to
be replaced.
After further discussion and comments from the developers the Commissioners
agreed to a conditional approval if the project met the technical
approval of the Town of South Windsor engineering staff; there is a
written admendment to the existing sewer agreement between the towns
of South Windsor and Vernon which is mutually agreeable to both muni-
cipalities which will allow the Dorchester Project to be served by the
Town of South Windsor; and if at the time the CO's are issued, the sewer
system is not completed to accommodate the Dorchester Project flow at
the Benedict Drive pump station, then the developer agrees to provide
the necessary pump station equipmeni; to increase the capacity of the
pump station to handle the flow from their project.
-2-
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1
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(G) NEW BUSINESS
1 . High School Sewers - Review of Original Plan
R. Jarvis of A.M. Construction discussed the sewer project
noting that the sewer is a gravity line traveling norttysouth..'
east portion of the high school . He was requesting to change
the gravity feed system to Nevers Road to an 8-inch pipe that
would serve the high school and the community center and the
few houses.
The request was granted on motion made by A. Falzarano, seconded
by C. Westbrook, and by a unanimous vote of the Commissioners.
2. Suburban Printers -Sewer Plan Revision
The firm had requested a change in location in the road of a
proposed sewer line - not in the middle of the road - but into
one-half of the highway. The request was granted on motion
made by A. .Falzarano, seconded by C. Fletterick, and by a un-
animous vote of the Commission.
Mr. Carino noted that Mr. Brown, council liaison, had informed him
that the Council would meet with the Plumley's of Abbe Road Extension
on June 11, 1990 at a work session. All WPCA members were invited to
attend.
(H) MOTION TO GO INTO EXECUTIVE SESSION TO DISCUSS PENDING CLAIMS
None
(I) ADJOURNMENT
There being no further business, the meeting was adjourned at
9:15 P.M.
Bet4 Ryde , Clerk
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
SOR•Ca�
AREA CODE 203/644-2511
June 6, 1990
Mr. Robert Arsenault RECEIVED
Design Professionals, Inc. JUN 11 490
1170 Ellington Road
South Windsor, CT 06074 so. WINS JOAO `
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 .rith 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 accomodate 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
adai�ional pump station equipment required to
handle the flow from the entire Benedict Drive Dump
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
J6seph 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
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civil engineers • planners • surveyors
RECEIVED
JUN 12 SO
June 7, 1990 A WINDSOR PLANNING DEFT.
Jean Zurbrigen, Town Manager
TOWN OF SOUTH WINDSOR
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Dear Jean: ---
Re: The xchester CRC
Avery
South Windsor, Connecticut
Project No. 86-126
On June 5, 1990 the South Windsor Water Pollution Control Authority
issued final approval for connection to the South Windsor sanitary
sewer system by The Dorchester continuing care retirement community.
Our sanitary sewer line will thus be going through the Murray Road
right-of-way.
Moreover, The Connecticut Water Company is requiring The Dorchester
to provide a connection to the Murray Road water system.
We therefore request that you confirm that this Town right-of-way is
available for utility connections to The Dorchester.
Sincerely,
DESIGN ROFESSIONALS, INC.
� 1
By•
• r �
Peter R. DeMallie
Principal
cc: George Hession/The Dorchester
1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755
y T-o 01 �
o
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
R,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
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
���soR•co�'� AREA CODE 203/644-2511
April 16, 1991
Peter DeMallie
Design Professionals, Inc.
441 C Governor' s Highway
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.
V
1y yours,
M. Mann, Recording Secretary
etlands Agency/
Conservation Commission
cc: Marcia A. Banach, Director of Planning
Planning & Zoning Commission
Jerry Iazzetta, Town Engineer
Enclosure
- God`�_
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
November 20 , 1991
SENT CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Town Clerk
Town Hall
1540 Sullivan Avenue
South Windsor, CT
Re: Application No. : DS-91-048
Town: South Windsor
Dear Town Clerk:
Enclosed is the Public Notice for a Dam Construction Permit
Application, together with a copy of the Public Notice for the
proposed project that is now before this department. Would you
please post the notice in a place convenient for the public to
review?
In addition, would you please make copies of this notice
available to any town board or committee which might want to comment
on the proposed application. Copies of this notice have been sent
directly to the chief elected official and the Inland Wetlands Agency
in your town. The posted copy may be discarded after the end of the
comment period stated in the Public Notice.
Thank you for your cooperation in this matter.
Sincerely, ,
Wesley D. Marsh
Supervising Environmental Analyst
Bureau of Water Management
Inland Water Resources Division
WDM: 1 j k
Enclosures
(Printed on Recycled Paper)
165 Capitol Avenue•Hartford,CT 06106
An Equal Opportunity Employer
C L
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
w �
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 Soutil Windsor
Comments must be submitted in writing on or before January 3 , 1992 :
Dated: November 20 , 1991 Robert E. Moore, Deputy Commissioner
Approved by:
i
Phone:
165 Capitol Avenue • Hartford, Connecticut 06106
An Fmin/ nnnnr►uni►v Frnnln—r
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
DAM CONSTRUCTION PERMIT APPLICATION
STATE ID # DS-
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.
Owner' s Name 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 X. 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. Surf ace area 0 .64 ac. c. Volume at spillway height 2 . g ac_ ft
b. Drainage area16 . 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 Caritol Avenue • ilartford, Connecticut 06106
An Fmrnl 0r nnrhrn:f,- r-9.4•,,.o.
2 -
7. Type of construction:
a. Dam Earth Fill b. Dike Earth Fill c. Spillway
ip-rap
8 . Hydraulic factors:
a. Design storm duration-.24 hours d. Peak inflow cfs 52 cfs (5
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: N A
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 r Name of Engineer/Authorized
S T. Agent
Date Design Professionals, Inc.
Address 441c Governor' s Hwy
South Windsor, CT
Date Oct. 91 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 narA
• �� t` tl p NIL R[
2.
•• Temple Beth HiUel •i; ' �:
outWatershed of brook at 1 i 1 _ --'; _ti,';•
low of detention basi ri __-_-
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v StVA
-24
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f•'/: •' �.,fit. �.- �• .. .� xIY•..'. r 1'
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.r:�, location
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Topography from U.S.C.G.S. Manchester and
Rockville• Ouadrangles, 7.5 minute series .
SCALE 1 24 OpC)
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''0NTOUR INTERVAL 10 FEET
CONNECTtCUT NATIONAL GEODETIC VERTICAL DATUM OF 1929
CUAORANGLE LOCATION
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
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
aE4
0les ?1)&U&Ot
� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
�f�osoR•co�'� AREA CODE 203/644-2511
March 17, 1993
Peter DeMallie
Design Professionals, Inc.
441-C Governor's Highway
South Windsor, CT 06074
Dear Mr. DeMallie:
Appl. #88-15P, The Dorchester Site Plan and Special Exception
In response to your inquiry as to the status of the above project
I offer the following: the approval for this application was
granted on July 12, 1988 . Under State Statutes a site plan
approval is valid for 5 years, therefore this approval expires on
July 12, 1993 . If any work will be done on this site after this
date, re-approval from the Planning & Zoning Commission will be
necessary.
As to the status of the mylars, they have been signed and are
being kept in the Planning Department. Prior to the release of
these mylars for filing in the Town Clerk's Office, the following
approval conditions (from approval letter dated July 12, 1988)
must be met: #6, #15, and #16 . In addition, the Special
Exception form must be placed on file in the Town Clerk's Office.
I have enclosed a copy of the approval letter and the special
exception form for your use.
If you have any other questions, please feel free to contact me.
Very Truly Yo s,
*I.0
Michele R. Lipe
Assistant Planner/Analyst
LEGAL SERVICES REQUEST FORM
DEPARTMENT Planning CONTROL #
Date of Date Date Date of
Type of Review Request Received Dispatched Review
(Check Appropriate
Box)
II Contractual
Statutory
Regulatory
X� Other (Please 4/29/93
specify)
re-approval of expiring site plan
Re: Roncali Special Exception and Site plan - see attached approval
The above referenced site plan will expire on 7/8/93. The applicant
would like to apply for a re-approval of the site plan. The special
exception form has already been filed in the Town Clerk' s Office.
The Chairman would like to know if we must take the application back
to public hearing for its second approval (because it originally went
to public hearing) , or can it be acted on it at a regular meeting.
We expect the application to be submitted in early May and would
appreciate your opinion as soon as possible.
Signature:
* (To be filled in by Town Manager's Office)
pow N ae4(
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1540 S.ULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
-CO
AREA CODE 203/644-2511
June 22, 1993
Mr. Peter DeMallie, Principal
Design Professionals, Inc.
441C Governors Highway
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Application #88-15P, Roncalli Site Plan
Please be advised that the above-referenced site plan has an
expiration date of July 12, 1995, per the provisions of CGS 8-
3(1 ) .
If you have any questions, please contact me.
Very truly yours ,
Marcia A. Banach
Director of Planning
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■
esig� RECEIVED
Irofessionals, inc.
civil engineers • planners o surveyors JUN 22 1993
■
90. WINDSOR PLANNING DEPE
June 22,1993
Louise Evans, Chairnlz
Planning & Zoning Caanission
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Louise:
Re: Roncalli at South Windsor
Avery Street
South Windsor, Connecticut
Given that the above-referenced site plan approval is valid
for seven years, please accept our witindrawal of the application
to renew the site plan approval.
Sincerely,
Design Professiona.ls,Inc.
By: '12.-- - /�4.& -, - --
Peter R. DeMallie
Principal
Agent for Roncalli Institute
cc: Roncalli Institute
441C Governors Highway, South Windsor, CT 06074 (203) 291-8755 FAX: (203) 291-8757
�0r1
T_au� aps ?1)&U&0t
s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
osoR co AREA CODE 203/644-2511
February 1, 1995
Peter DeMallie
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: EXPIRATION OF PERMIT #88-15P, Roncalli at South Windsor
This is a reminder that the permit with the Inland Wetlands
Agency/Conservation Commission, application #88-15P will expire on
April 21, 1995 .
If you plan to extend your project beyond the above expiration date,
you must apply for an extension at least sixty-five (65 ) days prior
to the expiration date. There will be a thirty-five dollar ($35 ) fee
required for an extension of the permit. This includes a ten dollar
( $10 . 00 ) surcharge assessed by the State, to fund the State
Environmental Review Team.
An application for an extension shall be made in accordance with the
following subsection of the IWA/CC Regulations:
a . The duration of any amendment or extension shall be for three
years unless otherwise specified in the permit.
b. The application may incorporate by reference the documentation
and record of the original application. ,
C . The application shall state the reason why the authorized
activities were not initiated or completed within the time
specified in the permit.
d. The application shall describe any changes in facts or
circumstances involved with or affecting wetlands or
watercourses or the property for which the permit was issued.
e. In unusual situations the Agency may accept an untimely
application to extend the expiration date of a permit if the
authorized activity is ongoing and allow the continuation of
work beyond the expiration date if in its judgement, the permit
is likely to be extended and the public interest or environment
will be best served by not interrupting the activity; the
application shall describe the extent of work completed at the
time of filing and the schedule for completing the activities
authorized in the permit.
_Peter DeMallie - 2 - February 1 , 1995
Application #88-15P
f . The Agency shall evaluate the application pursuant to these
regulations and grant the application as filed, grant it with
any terms or limitations, or deny it; and shall state upon the
record the reason( s ) for its decision.
In the event that you are requesting an extension, section 8 . 1 . 6 of the
Zoning Regulations establishes the process for monitoring the approved
conservation plan. Per that regulation, a progress report is required
from the applicant' s engineer verifying that erosion and sedimentation
control measures have been installed and maintained in accordance with the
approved conservation plan. This verification report shall also be
submitted 65 days prior to the expiration date of the permit to allow time
for the Commissioners to evaluate your project controls .
If work has been finished or will be finished by the expiration date,
please send a letter stating work is completed according to the approved
plan.
If you have any questions call me or Michele R. Lipe, AICP, Assistant
Planner/Analyst at 644-2511, ext 253 .
Very ruly yours,
07
hP yl 1 i s' M. Mann
Recording Secretary
IWA/CC
■
sue:
. ?esigo . zWa/ccee"ofess�ona s, inc.
■ civil engineers • planners • surveyors
■
March 9, 1995
Phyllis M. Mann, Recording Secretary
Inland Wetlands Agency D `
1540 Sullivan Avenue
South Windsor, CT 06074 MAR 10 1995
South Windsor
Dear Phyllis:
Planning & Zoning Commis!
Re: IWA/CC Permit No. 88-15P
Roncalli at South Windsor/Avery Street
South Windsor, Connecticut Project No. 86-126
On behalf of our client, Roncalli Institute, we hereby request an extension to the
above-referenced permit (three year). Our $35.00 application fee is enclosed (DPI Check#
9786).
We incorporate by reference all prior documentation and the record of the original
application. Please observe that to date, no work has been initiated at this site pursuant to this
permit, and no erosion control measures have been installed.
Permitted work has not been completed during the original permit period due to market
conditions.
Our client intends to install the approved erosion control measures in accordance with the
approved conservation plan.
Sincerely,
Design Pro ionals, Inc.
By:
Peter R. DeMallie
Principal
cc: Roncalli Institute
165 South Satellite Road, South Windsor, CT 06074 (203) 291-8755 FAX: (203) 291-8757
pow
c�
C r T-OwnI ar Sau� 70&&Aot
e �
. U
9 d 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
soR•co�'` 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
Eliza th A. Warren, Chairman
EAW/pmm
cc: Planning & Zoning Commission
Town Engineer
■
yesign
fessionals,o inc.
civil engineers • planners • surveyors
■
May 26, 1995
Mr. Russell Levack, Chairman
Planning&Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Chairman Levack:
Re: Roncalli at South Windsor
Avery Street, South Windsor, Connecticut
Project No. 86-126 Application No. 88-15P
On July 12, 1988, the Planning& Zoning Commission approved the Roncalli at South
Windsor continuing care retirement community on Avery Street. I understand this approval is
due to expire on July 12 of this year.
Accordingly, my client hereby requests a three-year permit extension, as provided by
statute.
A similar three year permit extension request was granted last month by the Inland
Wetlands Agency.
Sister Siobhan Kelly is hopeful this project can proceed as the economy improves and
lending institutions become more receptive to financing such an important project for our senior
citizens.
Sincerely,
Design Prof ionals, Inc.
By:
Peter R. DeMallie
Principal
cc: Dr. Siobhan Kelly/Roncalli Health Care Management
Michael C. O'Brien/Roncalli Health Care Management
165 South Satellite Road, South Windsor, CT 06074• (203) 291-8755 • FAX: (203) 291-8757
t0V1 N SE'q
col
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
sOR.coa��` AREA CODE 203/644-2511
June 15, 1995
Peter DeMallie
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Appl #88-15P, Roncalli at South Windsor
We are pleased to advise you that the Planning & Zoning Commission voted on June 13, 1995 to
extend the approval of the above-referenced site plan for an additional three (3) years. All
conditions of the original approval letter dated July 15, 1988, remain in effect. The new expiration
date is July 15, 1998.
A new black and white transparent mylar of sheet 2,4,5,6, & 7, together with 3 blueprint copies,
must be submitted to this Commission within 30 days to be stamped and signed. The letter of
approval of this 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. After filing these plans, a copy of the receipt must be submitted to the
Planning Department.
Very truly yours,
J
G & ZONING COMMISSION
Levack, Chairman J
RGL/pmm
cc: Chief Building Official
Town Engineer
Superintendent of Pollution Control
Fire Marshal
Assessor
Registrars
.UN 4
I 1995
ASST.TOWN CLERK
LEGAL NOTICE
TO BE PUBLISHED IN THE JOURNAL INQUIRER
SATURDAY, JUKE 17, 1995
SOUTH WINDSOR - PLANNING & ZONING COMIVIISSION
At its June 13, 1995 Regular Meeting, the Commission voted to take the following actions:
1. Approve a temporary vegetable stand to operate from the middle of May to the end of
September for Melissa and Jonathan Wyse on property located at 689 Sullivan Avenue, GC
zone
2. Approve appl #88-15P, Roncalli Site Plan for a three year extension with all original approval
conditions
3. Approve the settings/reductions/callings of certain bonds
Russell G. Levack, Chairman
tow M
e
� v
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
f��soe•co AREA CODE 860/644-2511
Date: April 6, 1998
To: Peter DeMallie-Design Professionals
165 South Satellite Road
South Windsor, CT 06074
From: Jeffrey H. Folger
Zoning/Wetland Officer
Town of South Windsor
Re: Review of Roncalli Senior Care Facility-Plans dated 3/88.
I have reviewed the submitted plans with the following comments.
1. The proposed detention basin should incorporate wetland plantings on the bottom to act as a
biofilter. The route that storm flows of 2-year intensity and less take through the basin should
maximize travel time from inlet to outlet. A detailed planting plan should be submitted.
2. Efforts should be made to reduce the level of disturbance in the area of the proposed detention basin.
3. The eastern slope to the detention basin should have a reverse slope bench incorporated in the
grading to reduce the velocity of stormwater runoff. (See section 7-17 CT E&S Guidelines).
4. The 40' and 80' regulated areas need to be shown on the plans and any proposed disturbance in these
areas need to be calculated and reported on the permit. -
5. Proposed stormwater outfalls at reach 6+00 and 11+00 should incorporate level spreaders parallel to
the slope and biofilters to attenuate runoff.
6. The applicant should consider utilizing infiltrators to accommodate the extensive roof drainage(3.95
acres)planned. This water is relatively free of potential pollutants and it would be beneficial to the
maintenance of hydrology to the wetlands adjacent to the project if this water could be incorporated
into the ground.
7. The plans show outlet protection and proposed stormwater structures on the grading plan but not on
the E&S plan. These items should be shown on the E&S plan as well.
8. The construction narrative shows the installation of the.crossing is proposed between July and
November. I would not recommend starting construction of the crossing anytime after August 15".
From August 15'on the likelihood of wet weather is increased.
9. The amount of land to be disturbed at one time for phase one is approximately 10 to 12 acres. Given
the proximity of wetland to the site,presence of slopes, and nature of the soil I would not
recommend more than five(5) acres be exposed at any one time. A very detailed sequence of
clearing, grading and temporary seeding should be done to insure that exposed soil is immediately
stabilized.
10. The proposed perimeter erosion control, a single row of silt fence,will be insufficient to adequately
contain migrating sediments generated from construction activities.
11. There are an number of"specimen"trees present on the site. Large spreading oaks that appear to be
remnants from past agricultural uses. Efforts should be made to preserve these wherever possible.
Propose limits of tree clearing should be shown on the plans.
12. The wetland boundary as*shown on the 1988 plans should be flagged in the field.
13. A biologists report on potential impacts to adjacent wetlands and habitat should be included.
14. A hydrology report showing existing and proposed conditions should be included for staff review.
cc. Town Engineer
Town Planner
IWA/CC
0 Roncalli / South Windsor 86-126 Drainage Analysis 100 Year Short Duration
Accue. Pipe Pipe Pipe
Itew Area (s.f.) Area I Imp. C value A*C Cusaltive Overland TOC Store I Flow from Length Slope Site Full 9 V full Q/ Flow Vel.
(ac.) A}C TOC (sin.) (min.) (in/hr) struct.(cfs) (ft) (in.) (cfs) (ft/sec) Qfull (ft/sec)
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CB 1 2650 0.061 80 0.7B 0.048 5 5 8.5 0.41 46 0.005 15 4.6 3.7 0.089 2.193
CB 2 904 0.023 90 0.84 0.017 0.067 5 5.4 8.3 0.56 295 0.0275 15 10.7 8.0 0.052 5.192
CB 3 5100 0.117 50 0.6 0.07 0.137 5 6.3 7.8 1.07 26 0.005 15 4.6 3.7 0.233 3.145
CB 4 14000 0.321 70 0.72 0.231 0.368 5 6.4 7.8 2.9 94 0.005 15 4.6 3.7 0.624 4.0
Outflow to Culy. 0.368 6.8 7.5 2.9
CB 5 7330 0.168 70 0.72 0.121 5 5 8.5 1.0 90 + 0.005* 15 4.6 3.7 0.224 3.1
CB 6 3950 0.091 70 0.72 0.066 0.187 5 5.5 8.3 1.6 76 0.005 15 4.6 3.7 0.337 3.7
CB 7 31400 0.721 50 0.6 0.433 0.433 5 5.8 0.1 3.5 70 0.005 15 4.6 3.7 0.763 3.7
CB 8 11200 0.257 50 0.6 0.154 0.774 5 6.1 8 6.2 188 0.0075 15 5.6 4.6 1.105-* 4.6
CP 7 21500 0.494 30 0.48 0.237 1.011 5 6.8 7.5 7.6 20 0.005 18 7.4 4.2 1.024* 4.2
CB 10 13000 0.298 70 0.72 0.215 1.226 5 6.9 7.5 9.2 24 0.005 18 7.4 4.2 1.243-Y 4.2
Outflow to FE 1 0 1.226
CB 11 45100 1.035 35 0.51 0.528 5 5 8.5 4.5 30 0.005 15 4.6 3.7 0.976 3.7
FE 3 21000 0.482 40 0.54 0.26 0.788 5 5.1 8.5 6.7 36 0.014 15 7.7 6.2 0.87 6.2
Outflow to CB 12 0.788
CB 14 53250 1.222 85 0.81 0.99 0.99 5 5 8.5 9.4 62 0.01 15 6.5 5.3 1.295/c 5.3
CB 15 6420 0.147 70 0.72 0.106 1.096 5 5.2 8.4 9.2 100 0.01 18 10.5 6 0.077 6.0
CB 16 3440 0.079 75 0.75 0.059 1.155 5 5.5 8.3 9.6 175 0.0114 18 11.2 6.4 0.956 6.4
CB 12 10500 0.241 78 0.77 0.186 2.129 5 6 8 17.0 23 0.005 24 16 5.1 1.064* 5.1
CB 13 4860 0.112 70 0.72 0.081 2.412 5 6.1 8 19.3 24 0.016 24 28.7 9.1 0.672 9.9
Outflow FE 4 0 0 0 2.518
CB 17 59800 1.35 68 0.71 0.959 5 5 8.5 8.2 68 0.005 18 7.4 4.2 1i101 4.2
CB 18 40400 0.927 55 0.63 0.584 1.543 5 5.3 8.4 13.0 156 1 0.01 18 10.5 6 1.234 6.0
Outflow to CP 19 1.543 0.0
CB 20 32000 0.735 95 0.87 0.639 5 5 8.5 5.4 136 0.0216 15 9.5 7.8 0.572 0.5
CP 21 30000 0.707 50 0.6 0.424 1.063 5 5.3 0.4 8.9 148 0.017 15 8.4 6.9 1.063 6.9
CP 2c 52000 1.212 15 0.39 0.473 1.536 5 5.7 8.2 12.6 177 ; 0.02 18 14.9 8.4 0.846 8.�►
CB 19 21100 0.404 90 0.84 0.407 3.496 5 6.1 B 27.9 •170 0.0206 24 32.6 10.4 0.956 10.4
MH 1 0 0 0 3.496 6.4 7.8 27.2 86 0.064 24 57.4 18.3 0.474 19.3
MH 2 3820 0.088 100 0.9 0.079 3.565 5 6.5 7.8 27.8 30 0.02 24 32.1 10.2 0.866 10.2
MH 3 0 3.565 6.5 7.8 27.8 78 0.0513 24 51.4 16.4 0.541 17.9
CB 23 51800 1.189 22 0.43 0.511 4.076 5 6.5 7.8- 31.8 20 0.01 24 22.7 7.2 1.4 7.PC'
CB 24 19200 0.441 25 0.45 0.198 4.274 - 5 6.5 7.8 33.3 80 0.0162 24 28.9 9.2 1.154A 9.2
CB 39 20100 0.461 40 0.54 0.249 4.523 5 6.6 7.7 34.8 20 0.015 24 27.8 8.8 1.253,4r 8.8
Outflow to CB 39 0 4.523
CB 25 5670 0.13 70 0.72 0.094 5 5 8.5 0.8 20 0.01 15 6.5 5.3 0.123 W 3.7
CP 26 16700 0.383 70 0.72 0.276 0.37 5 5.1 8.5 3.2 136 0.03�o sn,15 11.2 9.1 0.281 7.7
CB 27 19700 0.434 70 0.72 0.312 0.682 5 5.4 8.4 5.7 95 0.0505 15 14.6 11.9 0.392 11.9
CB 29 6510 0.149 60 0.66 0.098 0.78 5 5 8.5 6.6 28 ' 0.018 15 8.7 7.1 0.762 7.1
CB 29 9660 0.222 65 0.69 0.153 0.933 5.5 8.3 7.7 105 ; 0.0248 15 10.2 8.3 0.759 8.3
YD 1 45600 1.047 10 0.36 0.377 5 '5 8.5 3.2 146 0.0452 15 13.8 11.2 0.232 9.5
CP 30 10300 0.236. 48 0.59 0.139 1.449 5 5.7 8.2 11.9 170 . 0.0353 15 12.2 9.9 0.974 9.9
CB 31 33000 0.758 70 0.72 0.546 1.995 5 6 B 16.0 20 0.02 18 14.9 6.4 1.071 8.4
SMe�
Drainage for 100 year Duration
CB 32 6450 0.149 68 0.71 0.105 2.1 5 6 �8 16.8 122 1-6.0254 18 16.8 _ 9.5 1 9.5
CB 33 12400 0.285 56 0.64 0.182 5 5 8.5 1.6 48 0.02 18 14.9 8.4 0.104 5.8
CB 34 2550 0.059 70 0.72 0.042 2.324 5 6.2 7.9 18.4 130 0.0154 18 13.1 7.4 1.4021* 7.4
CB 35 13100 0.301 70 0.72 0.217 2.541 5 6.5 7.9 19.8 74 0.01 24 22.7 7.2 0.973 7.2
CB 36 IB500 0.425 77 0.76 0.323 2.864 5 6.5 7.9 22.3 2B 0.01 24 22.7 7.2 0.984 7.2
CB 37 4300 0.079 70 0.72 0.071 2.935 5 6.6 7.7 22.6 78 0.01 24 22.7 7.2 0.996 7.2
Outflow to MH 4 2.935
0 .vL47,
CB 40 32500 0.746 75 0.75 0.56 5 5 B.5 4.8 162 Or.OH* ` 15 9.5 7.8 0.501 8.5
CB 41 B430 0.194 70 0.72 0.14 5 5.3 8.4 1.2 20 0.01CP'o/+s-!5 6.5 5.3 0.182 4.0
YD 2 31900 0.732 5 0.33 0.242 6 5 ��.5 2.1 125 4-M 15_ 4.6 3.7 0.449 3.7
CB 42 16800 0.386 70 0.72 0.278 1.22 5 5.4 8.4 10.3 213 4r86�1��;315 16.9 13.8 0.607 15.0
CB 43 26400 0.606 35 0.51 0.309 1.529 5 5.6 9.2 12.5 86 0.054 15 15.1 12.3 0.83 12.3
CB 44 36700 0.843 57 0.64 0.54 2.069 5 5.7 8.2 17.0 50 0.0144 18 12.6 7.2 1.347 4 7.2
CB 45 7200 0.165 70 0.72 0.119 2.188 5 5.7 8.2 17.9 250 0.015. 18 12.9 7.3 1.3910 7.3
CB 46 30300 0.696 54 0.62 0.432 5 6.3 7.9 3.4 20 0.01 18 10.5 6 0.325 6.0
CB 47 4900 0.11 70 0.72 0.079 2.699 5 6.4 7.8 21.1 94 0.01 24 22.7 7.2 0.927 7.2
CB 39 8050 0.185 70 0.72 0.133 7.355 5 6.6 7.7 56.6 232 0.005 36 47.3 6.7 1.197* 6.7
Outflow to MH 4 7.355
TOTAL to MH 4 16.933 10.29 79.2
Total Area to Swamp, ac.: S.869
Total Area to Detent, ac.: 16.933
Total Area Drained, ac.: 22.802 '
Percent impervious area: 59.5
Global value of Grass Area C 0.3
Global value of isperv. C: 0.9
,r- ,7,r.v•;r;S pimr Th.4T •trp,,P,2fs rr*?P 7w ctit�ty i•iw4;
1
MA x
Roncalli / South Windsor 86-126 Drainage Analysis 10 Year
Accum. Pipe Pipe
Item Area (s.f.) Area X imp. C value ABC Cumaltive Overland TOC Storm I Flow from . Slope Size Full a Flow Vel.
(ac.) Aic TOC (min.) (min.) (in/hr) struct.(cfs) (in.) (cfs) (ft/sec)
------ ---------------------------------------------------------------------------------------------------------------------------------------------------
CB 1 2650 0.061 80 0.78 0.049 5 5 6.1 0.29 0.005 15 4.6 2.183
CP 2 984 0.023 90 0.94 0.019 0.067 5 5.4 6 0.4 '0.0275 15 10.7 4.136
CB 3 5100 0.117 50 0.6 0.07 0.137 5 6.6 5.9 0.81 0.005 15 4.6 2.812
CB 4 14000 0.321 70 0.72 0.231 0.368 5 6.8 5.8 2.13 0.005 15 4.6 3.7
Outflow to Culy. 0.368 7.2 2.13
CB 5 7330 0.168 70 0.72 0.121 5 5 6.1 0.74 0.005' 15 4.6 , 2.812
CB 6 3950 0.091 70 0.72 0.066 0.187 5 5.5 6 1.12 0.005 15 4.6 3.145
CA 7 31400 0.721 50 0.6 0.433 0.433 5 5.9 6 2.6 0.005 15 4.6 4.033
CP 8 11200 0.257 50 0.b 0.154 0.774 5 6.2 5.9 4.57 0.0075 15 5.6 4.6
CA 4 21500 0.494 30 0.48 0.237 1.011 5 6.9 5.8 5.86 1 0.005 18 7.4 4.2
CB 10 13000 0.298 70 0.72 0.215 1.226 5 7 5.7 6.99 0.005 18 7.4 4.2
Outflow to FE 1 0 1.226
CB 11 45100 1.035 35 0.51 0.528 5 5 6.1 3.22 0.005 15 4.6 3.7
FE 3 21000 0.402 40 0.54 0.26 0.788 5 5.1 6.1 4.81 0.014 15 7.7 6.758
Outflow to CB 12 0.798
CB 14 53250 1.222 85 0.81 0.99 0.99 5 5 6.1 6.04 0.01 15 6.5 5.3
CB 15 6420 0.147 70 •0.72 0.106 1.096 5 5.2 6.1 6.69 0.01 18 10.5 6.54
CB 16 3440 0.079 75 0.75 0.059 1.155 5 5.5 6 6.93 ;0.0114 18 11.2 6.976
CA 12 10500 0.241 78 0.77 _ 0.186 2.129 5 5.9 6 12.77 0.005 24 16 5.1
CB 13 4860 0.112 70 0.72 0.081 2.412 5 6 6 14.47 0.016 24 28.7 9.919
Outflow FE 4 0 0 0 2.518
CB 17 59800 1.35 68 0.71 0.959 5 5 6.1 5.85 0.005 18 7.4 4.2
CP )8 40400 0.927 55 0.63 0.584 1.543 5 5.3 6.1 9.41 0.01 18 10.5 6
Outflow to CB 19 1.543 0
CB 20 32000 0.735 95 0.97 0.639 5 5 6.1 3.9 0.0216 15 9.5 7.8
CB 21 30900 0.707 50 0.6 0.424 1.063 5 5.3 6.1 6.48 '0.017 15 8.4 6.9
[B 22 52800 1.212 15 0.37 0.473 1.536 5 5.7 6 9.22 0.02 18 14.9 9.156
CB 17 21100 0.484 90 0.84 0.407 3.486 5 6 5.8 20.22 0.0206 .24 32.6 11.336
MH 1 0 0 0 3.486 6.2 5.6 19.52 i 0.064 24 57.4 10.3
MH 2 3820 0.089 100 0.9 0.079 3.565 5 6.3 5.5 19.61 0.02 24 32.1 11.118
MH 3 0 3.565 6.3 5.5 19.61 0.0513 24 51.4 16.4
CP 23 51800 1.199 22 0.43 0.511 4.076 5 6.3 5.5 22.42 1 0.01 24 22.7 7.2
CP 24 19200 0.441 25 0.45 0.199 4.274 5 6.3 5.5 23.51 ;0.0162 24 28.9 9.2
CA 38 20100 0.461 40 0.54 0.249 4.523 5 6.4 5.5 24.88 0.015 24 27.0 0.0
Outflow to CF 39 0 4.523
CB 25 5670 0.13 70 0.72 0.094 5 5 6.1 0.57 0.01 15 6.5 3.127
CB 26 16700 0.383 70 0.72 0.276 0.37 5 5.1 6.1 2.26 0.03103�15 11.2 7.735
CB 27 18900 0.434 70 0.72 0.312 0.682 5 5.4 6 4.09 ;0.0105 15 14.6 10.115
CB 28 6510 0.149 60 0.66 0.098 0.78 5 5 6.1 4.76 0.018 15 8.7 7.739-
CB 29 9660 0.222 65 0.69 0.153 0.933 5.6 5.6 5.22 ;0.0248 IS 10.2 9.047
YD 1 45600 1.047 10 0.36 0.377 5 5 6.1 2.3 i0.0452 15 13.0 8.512
CB 30 10300 0.236 48 0.59 0.139 1.449 5 5.8 5.8 8.4 ; 0.0353 15 12.2 10.791
CB 31 33000 0.758 70 0.72 0.546 1.995 5 6.1 5.8 11.57 0.02 18 14.9 8.4
EB 32 6450 0.149 b8 0.71 0.105 2.1 5 6.1 5.5 11.55 !0.0254 18 16.8 10.355
CB 33 12400 0.285 56 0.64 0.182 5 5 6.1 1.11 0.02 ' 15 9.2 5.175
CB 34 2550 0.059 70 0.72 0.042 2.324 5 6.3 5.5 12.78 `0.0154 18 13.1- 7.4
CB 35 13100 0.301 70 0.72 0.217 2.541 5 6.6 5.5 13.98 0.01 24 22.7 7.848
CB 36 1B500 0.425 77 0.76 0.323 2.864 5 6.6 5.5 15.75 0.01 24 22.7 7.848
C9 37 4300 0.099 70 0.72 0.071 2.935 5 6.7 5.4 15.85 0.01 24 22.7 7.848
lutf low to M11 4 2.935
0 - - ,0z97
CB 40 32500 0.746 75 0.75 0.56 5 5 6.1 3.42 4,kg6- 15 9.5 7.8
CB 41 9430 0.194 70 0.72 0.14 5 5.3 6 0.84 i •0.01,vi#:M 6.5 3.657
YD 2 31900 0.732 5 0.33 0.242 6 5 6.1 t.48 15 4.6 3.7
CF 42 16800 0.396 70 0.72 0.278 1.22 5 5.4 6 7.32 4. rMff 045515 16.9 13.8
ED 43 26400 0.60b 35 0.51 0.309 1.529 5 5.7 5.8 8.87 0.054 15 15.1 13.407
CP 44 36700 0.843 57 0.64 0.54 2.069 5 3.8 5.7 11.79 0.0144 18 12.6 7.2
CB 45 7200 0.165 70 0.72 0.119 2.188 5 5.8 5.7 12.47 0,015 18 12.9- 7.3
CB 46 30300 0.696 54 0.62 0.432 5 6.4 5.8 2.51 0.01 15 6.5• 5.3
CD 47 4800 0.11 70 0.72 0.079 2.699 5 6.5 5.5 14.84 0.01 24 22.7 7.848
CE 39 8050 0.185 70 0.72 0.133 7.355 5 6.7 5.4 39.72 0.005 , 36 47.3 6.7
itflow to MH 4 7.355
TOTAL to MH 4 16.933 10.29 55.57
W Area to Swamp, ac.: 5.869
-tal Area to tletent, ac.: 1b.933
tal Area Drained, ac.: 22.802
• a
Year short duration storm - Basis for Design
cent impervious area: 57.5
rb3l value of Grass Area C 0.3
bal value of imperv. C: 0.9 '
V
Check of drainage for 50 year Short Duration Check of drainage for 50 year Short Duration
Roncalli / South Windsor 86-126 Drainage Analysis 50 Year Short Duration
Accum. Pipe Pipe Pipe
Item Area ts.f.) Area % Imp. C value A*C Cumaltive Overland TOC Store I FIoK from Length Slope Site Full Q V full Q/ Flow Vel.
(ac.) A*C TOC (min.) (min.) (in/hr) struct.(cfs) Ift) (in.) Ms) (ft/sec) Qfull tft/sec)
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CH 1 2650 0.061 80 0.7B 0.048 5 5 7.8 .0.37 46 0.005 15 4.6 3.7 0.09 2.103
CB 2 964 0.023 90 0.84 0.019 0.067 5 5.4 7.5 0.5 295 0.0275 15 10.7 8.8 0.047 4.136
CB 3 5100 0,117 50 0.6 0.07 0.137 5 6.6 7.2 0.99 26 0.005 15 4.6 3.7 0.215 3.145
CB 4 14000 0.321 70 0.72 0.231 0.368 5 6.7 7 2.6 94 0.005 15 4.6 3.7 0.561 4.0
Outflow to CUIv. 0.368 7.1 2.6
CB 5 7330 0.168 70 0.72 0.121 5 5 7.8 0.9 90 0.005 15 4.6 3.7 0.204 3.1
CB 6 3750 0.091 70 0.72 O.Ob6 0.187 5 5.5 7.5 1.4 76 0.005 15 4.6 3.7 0.304 3.7
CB 7 31400 0.721 50 0.6 0.433 0.433 5 5.8 7.4 3.2 70 0.005 i5 4.6 3.7 0.69b 4.0
CB 8 11200 0.257 50 0.6 0.154 0.774 5 6.1 7.3 5.7 18B 0.0075 15 5.6 4.6 1.009*- 4.b
CB 9 21500 0.474 30 0.48 0.237 1.011 5 6.8 7 7.1 20 0.005 18 7.4 4.2 0.957 4.2
CB 10 13000 0.298 70 0.72 0.215 1.226 5 6.9 6.9 8.5 24 0.005 18 7.4 4.2 1.143* 4.2
Outflow to FE I N 0 1.226
CB 11 45100 1.035 35 0.51 0.528 5 5 7.8 4.1 30 0.005 15 4.6 3.7 0.096 3.7
FE 3 21000 0.482 40 0.54 0_.26 0.798 5 5.1 7.8 6.2 36 0.014 15 7.7 6.2 0.799 6.2
Outflow to CB 12 0.789
CF 14 53250 1.222 85 0.81 0.99 0.99 5 5 7.B 7.7 62 0.01 15 6.5 5.3 1.188* 5.3
CB 15 6420 0.147 70 0.72 0.106 1.096 5 5.2 7.7 8.4 100 0.01 18 10.5 6 0.904 6.0
CP 16 3440 0.079 75 0.75 0.057 1.155 5 5.5 7.5 0.7 175 0.0114 18 11.2 6.4 0.773 6.4
CB 12 10500 0.241 78 0.77 0.186 2.129 5 b 7.3 15.5 23 0.005 24 16 5.1 0.971 5.1
CB 13 4860 0.112 70 0.72 _ 0.081 2.412 5 6.1 7.3 17.6 24 0.016 24 28.7 9.1 0.614 9.9
Dutflow FE 4 0 0 0 2.510
I
CB 17 58800 1.35 68 0.71 0.959 5 5 7.8 7.5 68 r 0.005 18 7.4 4.2 1.011t* 4.2
CB 18 40400 0.927 55 0.63 0.584 1,543 5 5.3 7.6 11.7 156 ' 0.01 18 10.5 6 1.117 6.0
Outflow to CB 19 1.543 0.0
CB 20 32000 0.735 95 0.87 0.639 5 5 7.8 5.9 136 0.0216 15 9.5 7.8 0.524 9.5
ED 21 PRO 0,707 50 0.6 0.424 1.063 5 5.3 7.6 B.1 148 0.017 15 8.4 6.9 0.962 6.9
CF 22 52BOO 1.212 15 0.39 0.473 1.536 5 5.7 7.4 11.4 177 0.02 18 14.9 8.4 0.763 8.4
CB 19 21100 0.484 90 0.84 0.407 3.486 - 5 6.1 7.3 25.5 170 0.0206 24 32.6 10.4 0.781 N 10.4
MH 1 0 0 0 3.486 6.4 7.3 25.5 86 0.064 24 57.4 18.3 0.443 10.3
MH 2 3820 O.OBB 100 0.9 0.079 3.565 5 b.5 7.2 25.7 30 0.02' 24 32.1 10.2 0.8 10.2
MH 3 0 3.565 6.5 7.2 25.7 78 0.0513 24 51.4 16.4 0.499 16.4
CB 23 51900 1.iB9 22 0.43 0.511 4.076 5 6.5 7.2 29.4 20 0.01 24 22.7 7.2 1.293 7.2
CB 24 19200 0.441 25 0.45 0.198 4.274 5 6.5 7.2 30.8 •80 0.0162 24 28.9 9.2 1.0650 9.2
CB 39 20100 0.461 40 0.54 0.249 4.523 5 6.b 7.2 32.6 20 0.015 24 27.8 8.8 1.172 A- 8.8
Outflow to CB 39 0 4.523
CB 25 5670 0.13 70 0.72 0.094 5 5 7.8 0.7 20 0.01 15 6.5 5.3 0.112 3.7
CB 26 16700 0.383- 70 0.72 0.276 0.37 5 5.1 7.8 2.9 136 0.03 011415 11.2 9.1 0.258 7.7
19 27 18900 0.434 70 0.72 0.312 0.682 5 5.4 7.6 5.2 95 L05W 15 14.6 11.9 0.355 11.9
CB 28 6510 0.149 60 0.66 0.09E 0.78 5 5 7.8 6.1 2B 0.018 15 8.7 7.1 0.699 7.7
CB 29 9660 0.222 65 0.69 0.153 0.933 5.5 7.5 7.0 105 10.024B 15 10.2 6.3 0.686 9.0
YD 1 45600 1.047 10 0.36 0.377 5 5 7.8 2.9 146 ;0.0452 15 13.8 11.2 0.213 9.5
CB 30 10300 0.236 48 0.59 0.139 1.449 5 5.7 7.4 10.7 170- ;0.0353 15 12.2 9.9 0.979 9.9
CQ 31 33000 0.759 70 0.72 0.546 1.995 5 6 7.3 14.6 20 ; 0.02 18 14.9 8.4 0.977 8.4
CB 32 6450 0.14E 68 0.71 0.105 2.1 5 6 7.3 15.3 122 �0.0254 18 16.8 9.5 0.913 9.5
CB 33 12400 0.285 56 0.64 0.182 5 5 7.8 1.4 48 0.02 I8 14.9 8.4 0.095 5.0
CB 34 2550 0.059 70 0.72 0.042 2.324 5 6.2 7.3 17.0 130 ;0.0154 18 13.1 7.4 1.295* 7.4
CB 35 13100 0.301 70 0.72 0.217 2.541 5 6.5 7.2 18.3 74 0.01 24 22.7 7.2 0.806 7.2
CB 36 18500 0.425 77 0.76 0.323 2.864 5 6.5 7.2 20.6 28 0.01 24 22.7 7.2 0.908 7.2
CB 37 4300 0.099 70 0.72 0.071 2.935 5 6.6 7.2 21.1 78 0.01 24 22.7 7.2 0.931 7.2
Outflow to MH 4 2.935
----- 0 OZS7 .
CF 40 32500 0.746 75 0.75 0.56 5 5 7.8 4.4 162 0-s@2-1'd 15 9.5 7.8 0.46 7.8
CB 41 8430 0.194 70 0.72 0.14 5 5.3 7.6 1.1 20 0.01 014S 15 6.5 5.3 0.163 4.0
YD 2 31900 0.732 5 0.33 0.242 6 5 7.8 1.9 125 4..- 05* 15 4.6 3.7 0.411 3.7
CB 42 1b800 0.386 70 0.72 0.278 1.22 5 5.4 7.6 9.3 213 0-- "* �;;15 16.9 13.8 0.549 15.0
CB 43 26400 0.606 35 0.51 0.309 1.529 5 5.6 ^�7.4 11.3 86 0.054 15 15.1 12.3 0.749 12.3
CB 44 ' 36700 O.B43 57 0.64 0.54 2.069 5 5.7 7.4 15.3 50 0.0144 18 12.6 7.2 1.215A- 7.2
CB 45 7200 0.10 70 0.72 0.119 2.180 5 5.7 7.4 16.2 250 0.015 18 12.9 7.3 1.255:' 7.3
CF 46 30300 0.696 54 0.62 0.432 5 6.3 7.2 3.1 20 0.01 18 10.5 6 0,296 5.1
CB 147 4800 0.11 70 0.72 0.079 2.699 5 6.4 7.2 19.4 94 0.01 24 22.7 7.2 0.056 7.2
CB 39 8050 0.185 70 0.72 0.133 7.355 5 6.6 7.2 53.0 232 0.005 36 47.3 6.7 1.12 at- 6.7
Outflow to MH 4 7.355
TOTAL to MH 4 16.933 10.29 74.1
Total Area to Swamp, ac.: 5.869 "
Total Area to Detent, ac.: 16.933 /Vo TF s
Total Area Drained, ac.: 22.802
T* C,4AIt V F�ow.
SO To c 40,f V /Z0P4;//z0J i"W.
/1/gX Q/Q^cA.
:heck of drainage for 50 year Short Duration
ercent impervious area: 59.5
lobal value of brass Area C 0.3
tebal value of imperv. C: 0.9
I 6