HomeMy WebLinkAbout1665 Ellington Road (5)TOWN 0 SOUTH WIND SOR
PLANNING AN ZONING COMMISSION r--- -: ,
Application No.Zhe Com ssion will offi ' y receive applications
Received Date: at its Regular meeting on the 4
Action or b g o e
month, provided it has been submitted to the`&mssion
Chairman, Secretary or agent by •3O P.M. on the
Receipt N o. preceding day s;" ` • ._ a .
1.
Plarniii
APPLICANT : RSK-Kellco, Inc.
ADDRESS : 1744 Ellington Road, South Windsor, CT 06074
OWNER OF RECORD ON LAND RECORDS: Olde Wapping Realty
ADDRESS : 1665 Ellington Road, South W ndsor, CT 06074
COMPLETE LOCATION OF PROPERTY: 1665 Ellington Road, South Windsor
Present location of Kuehn, Cavanaugh & ummings Law Offices
ZONE
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED: Richard S. Kelley, 1744 E1 in ton Road South Windsor CT 06074
TELEPHONE 644-8761
THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING)
1. Zone Change* to I public hearing required)
2 . Filing for Subdivision
3. Filing for Open Spaceh Subdivision (public hearing required)
4 . Filing for Resubdivi ion (public hearing required)
5 . Special Exception to Article public hearing required)
X 6. Site Plan of Development
7 . Removal of Sand, Grairel , 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)
BEFORE IT IS RECEIVED BY THE PLANN NG & ZONING COMMISSION.
Applicant l 1
PLANNING AND ZONING COMMISSION
TOWN OF SOUTH WINDSOR
Fee Schedule and Policy
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 a Special Exception/Site Plan of Development in the Multi-
Family or DA-15 Residential zones ($500.00 minimum).
7. 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-
tion 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 which 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
r CH CKLIST
r REQUIRE INFORMATION
SI E PLANS
This checklist must be signed by plan preparer (P.E. /L.S . ) declaring
that all required information is provided . Items 1-7 are required
for all applications ; items 8-11 required where appropriate.
Check mark for each item supplie .
1 . On each sheet for plans or maps, title block with the
following information :
a. Name, address nd telephone of applicant .
b. Name, address ind telephone number of Land Surveyor
or Professiona Engineer .
c. Name of Develo ment.
d. Date when drawings were made.
2. Key Map : An overa 1 map drawn to a scale of 1 inch
equals 200 feet , w ich can be used as an overlay on
Metropolitan Distr ct Maps . This map will show the
overall design of he Development and surrounding
property within 50 feet.
a. Data block whi h gives needed zoning information
such as percentage of lot coverage, acreage of
tract, number f apartment units, parking
requirements, tc.
b . Layout of buildings
c. Layout of streets and parking.
d. Lines indicating proposed drainage system with
direction arro s.
e. Lines indicati g sanitary sewer system with
direction arro s.
f . Names of surrotinding property owners.
g. Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
3. Architectural Elev tions : Plans of the proposed
buildings drawn to a scale of 1/8" = 1 ' - 0" showing
the elevations of Ell sides of the proposed buildings
in sufficient detail to show architectural styling .
Architect' s seal or elevations for buildings in excess
of 5000 square fee (per CGS Chapter 390) .
Page 2 (Site Plans)
4. Plot Plan: A layout of theymap proposed site drawn to
a scale of 1 inch equals 40 feet on either of the
following size sheets: ( 1) 24" X 36" with a 3/4" ruled
margin ; ( 2) 18" X 24" with a 1/2" ruled margin ,
containing the fo lowing data:
a. Distance and earings of all boundary lines and
acreage of si e. Iron pins required at all
property angl points and shown on map.
b. Proposed streets and street lines with center line
stations , curie data , and parking spaces .
C. Building linea in accordance with zoning
regulations.
y d. Proposed bu 1pi ings and other structures, including
signs , outsidf lighting, and dumpsters (on concrete
pad and scree ed)
e. Easements, noting grantors , grantees , and purpose.
4-Z f . Names of abutting property owners.
f/11- 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 m numented points within proposed site
shall be coordinated . These coordinates shall
appear in tab lar form on the plot plan. The
accessibility of these MDC points shall be
determined by the Town Engineer.
NM" 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:
a. All exist,i,ng nd 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 foliage lines .
Any individual trees to be saved should be shown.
Page 3 (Site flans)
f . Existing and roposed contours shall be shown in
not less than two-foot intervals , but in cases of
relatively le el land , the contours shall be
one-foot inte vals and spot elevations .
8 Regulated wet ands and 10 -Re 0 year floodplain or note
that none are present.
h. Proposed storli drainage system, showing all catch
basins , endwa ls , manholes , lengths and sizes of
pipes. (Mini um distance between catch basins
shall be 300 eet and minimum size of storm drain
lines shall b 15 inches . )
i. Connections of all springs into proposed storm
drainage system as needed.
j . Location and indications of existing brook
channels , and 100-year flood limits.
k. A-2 Certification ; P.E. /L. S, Seal .
6. Landscaping plan .
7. Draina a calculations - Zero Runoff Increase per
attached guide inE s . .
8. Traffic report .
9. Plans and Profile : A plan and profile of the proposed
streets drawn onplan/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:
lit+ a. Layout of streets in sections coordinated by
stations with the profile .
V/T b. Street plan showing roadways and drainage.
C. Sight line at driveway & street intersections.
114 d. Profile of roa way showing existing and finished
grades . Roadw y profile will show all tangent
grade and all tertical curve information.
e. Profile will s ow all catch basins and all drainage
lines between atch basins with all invert and top
of frame elevations. Drainage lines will be shown
and described as to material .
f . Where any sto'rm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions.
g . Metropolitan D strict Commission datum shall be
used on all si es accessible to these controls .
The Town Engin er shall , based on standard
engineering pr ctices , determine the accessibility
of these contr ls.
Page 4 (Site Plans)
h. Profiles shall show all sanitary sewer lines and
i manholes , including elevations , sizes, lengths , and
slopes of pipes. Top of foundation elevations for
building shal be shown .
N 10. Open Space Site I rovement 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 .
Sanitary Report: Where individual sanitary sewage
disposal systems re proposed , the final plans shall
include a Sanitary Report certified by a Professional
Engineer . The re ort shall demonstrate the feasibility
of the proposed i dividual systems ; the report should
deal with the area as a whole, discussing the following
points:
a. General natur and development of surrounding area.
b . Topography an natural drainage pattern .
C . Subsurface co ditions as shown by subsurface
investigation including soil absorption
characteristi s, ground water level conditions,
ledge rock, arid general nature of soil .
d . General description of type of development
contemplated.
e. Detailed des iption of proposed sanitary sewage
disposal faci ities , indicating sizes for various
ground Condit ons, materials to be used , and the
general layou pattern to be used , etc .
f . Special precatitions that may be necessary to
provide proper functioning of the proposed disposal
systems.
1= g. Map of general area with locations of all tests
shown on proposed layout .
V 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.
o
PLAN ARER P. E. L. .
November , 1987
ETORRES ENGINEERING, INC.
DRAINAGE CALCULATIONS
OFFICE BUILDING
SOUTH W NDSOR , CONNECTICUT
BY
TORRES ENGINEERING , INC .
MARCH , 1988
75 KITTS LANE, NEWINGTC N, CT 061 1 1-3935 (203) 666-53,-')
Office Building DATE 3-l7-TF.
TORRES ENGINEERING, INC.
E 6 TON D SHEET NO. /
75 KITTS LANE
NEWINGTON CONN.06111-3935 R0 7 Al `ViND-13OR BY. Mh/)"--
12031 666-5190
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FLOOD ROUTIN6
SUMMARY PRINTOUT
OFFICE BUILDING
ELLINGTON ROAD
HEADNATER VS DISCHARGE
HW (FT) Q (CFS)
0 0
5 1 . 2
l 1 . 7
i . 5 2. 1
2 2. 4
HEADWATER VS STORAGE
HW (FT) S ((--'U FT)
0 0
5 408
1 942
1 . 5 1477
2 1885
TP = 10 RP = 2 T = 120
ROUTING CURVE
Q S 2S/T 28/T+Q
0 0 0 0
5 170 2. 83 3. 33
i 340 5. 67 6. 67
1 .5 728. 4 12. 14 13. 64
2 1343. 25 22. 39 24. 39
2. 4 1885 31 . 42 33. 82
INFLOW DATA 2 YEAR STORM
T Q IN
0 0
10
28 0
INFLOW / OUTFLOW CURVES 2 YEA STORM
TIME Q lN Q OUT
0 0 0
2 38 06
4 76 21
6 1 . 14 43
8 1 52 7
10 1 . 9 1
12 1 . 69 1 12
14 1 . 48 1 . 18
16 1 . 27 1 21
18 1 . 06 1 . 2
2( 84 1 . 17
22 63 1 . 11
24 42 1 . 02
26 21 84
28 0 62
30 0 43
32 0 3
34 0 21
36 0 15
40 07
42 0 05
44 O 04
46 0 02
48
50 0 01
52 0 01
54 0 01
56 0 0
Q MAX. = 1 . 21 2 YEAR STORM
HW MAX. = . 51
S MAX. = 418. 59
INFLOW DATA 5 YEAR STORM
T Cl [N
0 0
10 2. 5
28 0
INFLOW / OUTFLOW CURVES 5 YEAR STORM
TIME Q lN Q OUT
0 0 0
2 5 08
4 1 28
6 1 . 5 57
8 2 92
10 2. 5 1 . 15
12 2. 22 1 33
14 1 . 94 1 . 44
16 1 . 67 1 . 49
8 1 . 39 1 . 49
20 1 . 11 1 . 46
22 83 1 39
24 56 l 29
26 28 1 16
28 0 1 02
30 0 73
32 5
34 0 56
36 0
30 1 8
40 01,2
42 9 000 1 E-02
44 0 06
46 0 04
48
50
52
54 01
56 0 01
58 0
Q MAX. = 1 . 49 5 YEAR STORM
HW MAX.
S
INFLOW DATA 10 YEAR STORM
T O IN
0 0
10 2. 8
28 0
INFLOW / OUTFLOW CURVES 10 YE STORM
TIME Q IN Q OUT
0 0 0
2 56 08
4 1 . 12 31
6 1 . 68 64
8 2. 24 1 . 02
10 2. 8 1 . 23
12 2. 49 1 . 43
14 2. 18 1 . 54
16 1 . 87 1 . 59
10 1 . 56 1 . 6
20 1 . 24 1 . 58
22 93 1 . 53
24 62 1 . 44
26 3i 1 . 3
28 14
30 0 95
32 0 66
34 C) 46
36
30
40 0 16
42 0 11
44 08
46
48 04
50 0 03
52
54 0 01
56 o 01
58 0 01
60 0 0
Q MAX. = 1 . 6 10 YEAR STORM
HW MAX. = . 9
S MAX. = 832. l
INFLOW DATA 25 YEAR STORM
T Q IN
0 0
10 3. 4
28 0
INF OW / OUTFLOW CURVES 25 YEAR STORM
TIME Cl IN Q OUT
0 0 0
2 68 1
4 1 . 36 38
IS 2. 04 77
8 2. 72 12
10 3. 4 1 . 4
12 3. 02 1 . 6
14 2. 64 1 . 72
J 6 27 1 . 79
18 i . 89 1 . 81
20 1 . 51 1 . 8
22 1 . i3 1 . 76
24 76 1 . 68
26 38 1 . 58
28 0 1 . 42
30 0 1 . 22
32 0 1 . 04
34 0 78
36 54
38
40 0 27
42 0 19
44 0 13
46 0 9. 0000 1E-02
48 0 06
50 0 04
52 0 03
54 0 02
56 0 02
5B 01
60 01
62
64 0
Q MAX. = 1 . 8] 25 YEAR STORM
HW MAX. = l . 14
S MAX. = 1094. 26
NFLOW DATA 50 YEAR STO
T Q I
0
10 3. 7
28
INFLOW / OUTFLOW CURVEG50 YE 2iR STORM
TIME Q IN Q OUT
0 0 0
2 74 11
4 1 . 48 41
6 2. 22 84
8 2. 96 1 . 1U
10 3. 7 1 . 48
12 Z9 1 . 68
14 2. 88 1 . 81
16 2. 47 1 . 89
18 2. 6 1 . 92
20 1 . 64 1 . 92
22 1 . 23 1 . 87
24 82 1 . 79?
26 41 1 . 68
28 0 1 . 55
30 0 1 . 35
32 1 . 16
34 0 98
36 0 69
38 0 48
40 0 34
42 0 24
44 0 16
46 0 12
48 0 08
50
52 04
54
56 02
58 0 01
60 0 01
62
64 0 0
Q MAX. = 1 . 92 50 YEAR STORM
HW MAX. = 1 . 2B
S MAX. = 1240. 07
IT
INFLOW DATA 100 YEAR STORM
T Q IN
0 0
10 4. 1
28 0
INFLOW / OUTFLOW CURVES 100 STORM
TIME Q [N Q OUT
0 0 0
2 82 12
4 1 . 64 46
6 2. 46 93
8 3. 28 1 . 25
10 4. 1 1 . 56
12 3. 64 1 . 78
14 3. 19 1 . 93
16 2. 73 2. 02
lB 2. 28 2. 06
20 1 . 82 2. 06
22 1 . 37 2. 02
24 9099999 1 . 94
26 46 1 . 83
28 / 0 1 . 68
30 0 1 . 52
32 1 . 31
34 0 1 . 13
36 0 93
38 0 65
40 0 45
42 0 3
44 0 22
46 0 16
48 0
50 C) 08
52 0 05
54 0 04
56
58 0 02
60 01
62
64
66 0 0
Q MAX. = 2. 06 100 YEAR STORM
HW MAX. = 1 . 46
8 MAX. = 1429. 56
OFFICE BUILDING DATE Is g
TORRES ENGINEERING, INC.SHEET NO.
75 KITTS LANE
NEWINGTON CONN.06111-3935 BY. O T112031666-5190
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v 1540 SUL IVAN AVENUE SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
May 3, 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Office Building - Old Wapping Realty
Dear Mr. Moran:
The soils indicated on She t 6 of 7. Elmwood and Buxton do not
fall into the wetland c tegory - nor is there a stream,
watercourse or drainage sy tem through or near this site. There
is no inland wetland a tivity. The permit, based on the
drawings, would be for conservation measures.
The proposed activity on the site could work as proposed. In
their sequence, a modification in their calendar is required.
Three observations that m ght be considered by the applicant
include:
The soils survey indicates a high ground water table for these
soils . An inspection of the site revealed standing water
easterly of the parcel nd the appearance of a sump pump
discharge westerly of t e existing building confirming an
existing wet site conditio With apparent flow of the ground
water westerly, perhaps more appropriate location of the
underdrain could have been n the easterly side, intercepting the
water before the site, keep ng the working area dry.
It is difficult to evalua a the practicality of removing the
existing driveway to inst 11 a antitracking mat as the first
construction item. With easonable care, the new building
construction could begin prior to the major earthwork and reduce
the area exposed at one ime. Over one half of the site is
blacktop. It could be tripped, graveled, paved in one
operation.
There is no storm drain o the south side of Ellington Road.
There is no storm outlet fo the site.
Mr. John J. Moran, Jr. , Chairman
RE: Office Building - Old Wapping Realty
If an approval were to be considered, the following conditions
might be applicable:
1. Adjust the sequence calendar on the modified plans .
2 . With a high groundwater condition, prudent use of
underdrains around building and parking should be
considered.
3. A resolution of the storm outlet will have to be included in
the modified plans.
4 . The submission of a $ ,000 Bond, to assure compliance with
the approvals and thr a sets of modified drawings to the
IWA/CC prior to Anywork on the site.
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
cc: RSK Kellco
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
IWA/CC
K9INC.
Buildersers 1744 Ellington Road
Property r-9 South Windsor, CT 06074
Managers i Tel: 203-644-8761 / 644-8140
SOU i i,il1y.I\.1
INLAND WE L NUS AGENCY/
CONSERYATIG GoMmISSION
May 18, 1988
Ms. Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Olde Wapping ea ty Site Plan
Dear Ms. Banach:
Please extend the deadli a for action on the above project for
sixty - five (65) days beginn g May 26, the new date for action will,
therefore, be July 30, 1988.
Yours truly,
i
Carol S. Kelley
We Build Our Reputation
pow N aE,
4
y 71awn O-PSaa ?dzo-o
C V
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R•co AREA CODE 203/644-2511
M E M O R A N D U M
MAY 20, 1988
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: Engineering Review
Office Building/RSR 'Rellco
Please find attached the $EA engineering review comments. In
addition the following comments are noteworthy:
1. The plans refer to an existing 21" diameter storm sewer along
Ellington Road. No such system now exists .
2. Construction details needed for; 10' x 5' x 5'4" concrete
boxes, pipe bedding materials, outlet orifice.
3 . If ground water recharge has not been considered as part of
the stormwater analysis, why is perforated pipe being used?
Based on the soil type them is a potential for a seasonably high
groundwater level 10 to 20 inches from the surface. If driveway
is of concern then another method of ballast should be explored.
The storage capacity outlined in the drainage calculations will
not be available during normal high storm seasons because of the
high groundwater table. Alternative methods of storage should be
explored.
MJG/jsv
cc: Project File
PZC Correspondence
SE A Consultants Inc.
April 19, 1988
Engin rs/Architects
Principals
Arnold B.Goldstein,P.E.
Frederick G Aufi ro,P.E. Mr. Michael J. Gantick, P.E.
Robert M.Brandon,A.I.A. Director of Public Works
Steph n H.Genbo,P.E. Town of South WindsorDavidT.Goodemote,P.E.
Bruce E.Soule,PE. 1540 Sullivan Avenue
Kenneth M.Stewart,PE. South Windsor, Connecticut 06074
Anthony J.Zuena,P.E.
Associates Re: Office Building/RISK Kellco
Steven L.Bernstein,PE. Job No. 88126.24PaulF.Gabriel,P.E.
Mark Gould,PE. Task Order No. 94
Michael S.Schultz,P.E.
Arthur A.Spruch,PE. 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 of 7 Key Map Torres Engineering, Inc. 3-88
2 of 7 Property Map Bongiovanni Group, Inc.
3 of 7 Plot Plan Torres Engineering, Inc.
4 of 7 Topographic Plan it
5 of 7 Landscaping Plan It n
6 of 7 Conservation Plan it
7 of 7 Building Elevations Shelby Taylor 8-88
Drainage Calculations Torres Engineering, Inc. 3-88
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
f. Names of all abutting property owners should be shown on the
map.
Section 4.13.2.3 PLOT PLAN
850 Silas Deane Highway
Wethersfi ld,CT 06109-3412 g, Coordinates for monument at the northeast corner of the site
203)721-7993 should be shown.
485 Massachusetts Avenue
Cambridge,MA 02139-4018
617)497-7800
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
207)775-2281
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. March 8, 1988
Engineers/Architects Page Two
Section 4.13.6 CONSERVATION PLAN
Soil descriptions should be provided and boundaries delineated
on the plans.
Section 8.4 OFF-STREET PARKING
The proposed parking schedule denotes 59 parking spaces re-
quired for office usage; however, 37 parking spaces have been
provided and a waiver has been requested and is noted on the
Key Map.
GENERAL COMMENTS
1. The engineer has provided calculations_ for the proposed detention
facilities. However, storm sewer calculations, based on the 10-year
frequency, should be provided for the proposed drainage systems
within the parking and driveway areas and for the existing drainage
system located along Ellington Road to the outlet.
2. The proposed detention facilities consist of two concrete box cham-
bers. A note should be added to the plans indicating who will be
responsible for the maintenace of the structures. Also, details
indicating plan and sectional views of the two chambers should be
included on the topographic map.
3. The location of the two handicapped parking spaces will require
individuals to traverse approximately 1,000 feet of driveway before
reaching a sidewalk.
If you have any questions, please do not hesitate to call me.
Very truly yours,
S E A Consultants Inc.
6ja'mes R. Bancroft, P.E.
JRB:mp
M 8f,`
o T-0 ap SOU&
4 w
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soR•co` AREA CODE 203/644-2511
May 24, 1988
Richard S. Kelley
RSK-Kellco, Inc.
1744 Ellington Road
South Windsor, CT 06074
Re: Application #88-022, Olde Napping Realty Site Plan
Dear Mr% ley:
Attached is a copy of comments from the Planning and Engineering
Departments regarding the above-referenced application. Please
make the necessary revisions to the plans and submit 6 complete m.
sets (including architectural elevations, landscaping plans,
etc. ) to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
t
Very truly yours,
Marcia A. Banach
Director of Planning
S,
cc: Town Engineer
r
r
OLDE WAPPING REALTY SITE PLAN - PLANNING DEPT. REVIEW COMMENTS
Rey Map
need names of surrounding property owners
show driveway cuts on surrounding properties
Boundary Survey/Plot plan
there is no existing drainage on the south side of
Ellington Road as shown . . . all drainage is as proposed on
Town Shopping Center plans, not built yet
are there existing iron pins at all lot corners?
Topographic Map
show pavement widths
need A-2 Certification
note that site is not located in 100-year flood zone
pow
y TlaWl-t 07
O
C V
1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
l
soe•co AREA CODE 203/644-2511
June 22, 1988
RSK-Kellco, Inc.
1744 Ellington Road
South Windsor, CT 06074
RE: Application #88-22P - Old Wapping Realty
Office Building
1665 Ellington Road,
South Windsor
Dear Sir:
At the June 20, 1988 meeting, Inland Wetlands Agency/Conservation
Commission approved with conditions Application #88-22P for the
construction of a new office building as shown on the plans
prepared by Torres Engineering, Inc. dated 3/21/88, revised date
3/25/88 .
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 . Prior to any work on the site, we recommend a bond in the
amount of $4000.00 to be submitted to Planning & 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
20, 1988 .
6 . All approvals required must be obtained and submitted
prior to any activity on the site.
7 . If the present structure is not used, it is not to be
buried. It is to be moved or removed. No demolition
debris should be left around the site. If it isn't built
as specified or if an alternative use is decided upon,
then an amended application is required.
8 . Adjust the sequence calendar on the modified plans .
9 . Due to the high groundwater condition, prudent use of
underdrains around building and parking should be
implemented.
10. A resolution of the storm outlet must be included in the
modified plans . The plans accompanying the application
call for existing catch basins on Ellington Road and
there are not any.
Very truly yours,
John M. Moran, J . , Chairman
Inland Wetlands Agency/
Conservation Commission
JMMJr. /pmm
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
F?5K INC.
Developers 1744 Ellington RoadBuilders
Property South Windsor, CT 06074
Managers Tel: 203-644-8761 / 644-8140
June 30, 1988
Ms. Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Ms.Banach:
Please withdraw our application #88-022, Olde Wapping Realty Site Plan,
from consideration by the Planning and Zoning Commission.
We will reconsider the use of the property and submit a new application.
Thank you.
Sincerely,
oat'JZ
Carol S. Kelle"
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