HomeMy WebLinkAbout1645 Ellington Road (10)wIND50R , CO,NNECTIC:TiPLANNINGANDZONINGCOMMISSION
APPLICATION
soe•cor` FORM yrP
Application No. . Y ,r
4DateRece
Action lic Hearing y ; gc!
Re No. :
APPLICANT: John G. Samsel, Jr.
Manning & .'_unin[?
ADDRESS : 152 Deming Street, South Windsor, Cr 06074
TELEPHONE: 644-1157OWNEROFRECORDONLANDRECORDS : John G. Samsel, Jr. , Richard L.MahOner & elyyn B. Mark:ADDRESS : c/o Clark Corners Associates, 152 Deming Street South Windsor Cr 06074
COMPLETE LOCATION OF PROPERTY:Southeast corner of Ellington Road and Clark Streetintersection; see "Location Map" on drawing No. 1 of site plan RC
ZONE:
NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BEDIRECTED:
John G. Samsel, Jr.
152 Deming Street, South Windsor, Cr 06074
TELEPHONE: 644-1157
THIS APPLICATION IS FOR : (Check one of the following)
1 . Zone Change to Public Hearing required) .
2 . Subdivision .
3. Open Space Subdivision (Public Hearing required) .
4. Resubdivision (Public Hearing required) .
S. Special Exception to Article Public Hearing Required ) .
6. Site Plan of Development.
7. Earth Filling [Section 101 and/or Earth Removal [Section 9 ]Public Hearing Required) .
8. General Plan of Development.
9. Regulation Amendment : Zoning Subdivision
10. Other (explain in detail) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BESIGNEDBYTHEAPPLICANTANDOWNEROFTHEPROPERTYANDSUBMITTEDINTRIPLICATEWITHALLMAPANDDOCUMENTSREQUIRDONATTACHEDHECKLISTr
l
App ica t Own r
John G. Samsel, Jr. John G. Samsel, Jr.
PLANNING AND ZONING COMMISSION
APPLICATION . CONT' D.
TIME FRAMES AND - PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS
1 . All prospective applicants are urged to confer with Town Planning
Department and Engineering Department staff prior to submission of any
application to the Commission .
2 . Plans are officially received only on the fourth Tuesday of each month
at the Regular Meeting of the Planning & Zoning Commission (PZC) .
3 . Three ( 3) sets of blueprints are required on the second Tuesday of the
month for review by the Town Planning and Engineering Departments .
This deadline must be met if you want to ensure that your application
is officially received by PZC.
These plans must be submitted as complete plans -- which includes
application plus all required information contained on checklist . No
plans will be accepted at the counter if checklist is incompl t It
is the applicant ' s responsibility to ensure that all information
required on the checklist is submitted in one package at th time of
submission -- including landscaping plans, architectural el vations,
traffic report , etc . Planning Department staff will not acc pt
checklists with blank spaces, or with "by others" in any space.
4. Town staff will notify the applicant with any changes required to mak
the plans in complete compliance with our Zoning/Subdivision
Regulations .
5 . All changes requested must be made and new, complete blueprints must
be submitted . At this time six sets of plans must be submitted . If a
Public Hearing is required ( or optional but likely) then seven sets
are required .
6 . Planning Department/Engineering Department staff will review plans
only once -- if the resubmissions are not complete/correct , the Town
Planners report will reflect that revisions were not made as
requested .
GAETANO J. BAZZANO, ARCHITECT
QUALIFICATIONS SUMMARY
Owner of the firm since it was established in September, 1980,
Mr. Bazzano was previously a principal of the architectural firm
of the late Philip J. diCorcia, Associates. Mr. Bazzano ' s ex-
perience lies in all areas of architecture and land planning with
emphasis on residential , commercial , and industrial buildings.
He has been involved in the planning, design, construction docu-
ments, cost analysis and supervision of various building types
and sizes.
EXPERIENCE
Mr. Bazzano ' s experience encompasses a range of services from
master planning to designing furnishings, and finally to per-
manent occupancy. His designs of various projects have ranged in
size from privately owned residence and business buildings to
large industrial and residential complexes.
Working closely with the private and industrial and residential
developer, Mr. Bazzano has accumulated a strong technical back-
ground in all phases of building design, construction methods,
and materials. This has resulted in economical and practical
building designs.
Mr. Bazzano has planned and designed over 1, 500, 000 square feet
of industrial buildings, over 2000 multi-family units, in excess
of 500 , 000 square feet of office buildings and over 750, 000
square feet of mercantile buildings.
EDUCATION
B.S. in Architecture - Rhode Island School of Design - 1957
MEMBERSHIP
National Council of Architectural Registration Boards
REGISTRATION
STATE DATE REGIS. NO. TYPE
Connecticut June 1970 2344 R.A.
South Carolina 9-29-83 2833 R.A.
Texas 11-29-83 9908 R.A.
Massachusetts 9-13-84 5863 R.A.
New York 12-24-84 17330 R.A.
North Carolina 6-30-85 4613 R.A.
New Jersey 10-21-85 09246 P.A.
Pennsylvania 4-23-86 010062-B R.A.
Rhode Island 11-19-86 1543 R.A.
New Hampshire 9-13-88 1810 R.A.
Ohio 8-11-88 8910 R.A.
1
GAETANO J. BAZZANO, ARCHITECT
PARTIAL LISTING OF PROJECTS
BUILDING LOCATION TYPE DATE
Ames Office Expansion Rocky Hill, CT Business 1985
120, 000 sf
Ames Dept. Store Prototype Mercantile
55, 000 sf
Several built and/or under construction)
Ames Dept. Store Prototype Mercantile
56, 560 sf
Several built and/or under construction)
Ames Dept. Store Tonawanda, N.Y.Mercantile 1985
70, 000 sf
Ames Dept. Store Raynham, MA Mercantile 1985
55, 000 sf
Lubbock Shopping Ctr. Lubbock, Texas Mercantile 1986
70, 000 sf
Strawbridge Condos South Windsor CT Multi-family 1987
254 units
Midway Office Complex Windsor, CT Business 1987
160, 000 sf
B&B Assoc. Printers South Windsor CT Industrial 1985
25, 000 sf
Meadows of Enfield Enfield, CT Multi-family 1986
132 units
Ames Office Addition Rocky Hill, CT Business 1987
2 floors
44 , 000 sf
Concord Shopping Ctr Concord, N.C. Mercantile 1987
122 , 000 sf
Terry Office Park South Windsor,CT Business 1987
30, 000 sf
Medical Arts Office East Hartford,CT Business 1987
Addition 20, 000 sf
Ribbon Mill Apts. Manchester, CT Multi-family 1985
Rehabilitation)104 units
2
GAETANO J. BAZZANO, ARCHITECT
PARTIAL LISTING OF PROJECTS
BUILDING LOCATION TYPE DATE
Southfield Manchester, CT Multi-Family 1987
Condominium 96 units
Valley Brook Rocky Hill, CT Business 1988
Office Complex 27, 000 sf
Hudson Park Hartford, CT Business 1988
Office Complex 150, 000 sf
Briarknoll Apartments Vernon, CT Multi-family 1988
150 units
Hilltop Apartments Norwich, CT Multi-family 1988
150 units
Mayfield Enfield, CT Multi-family 1989
Congregate Living 122 units
Concorde Landing Windsor Locks, CT Multi-family 1989
132 units
Office - Industrial West Hartford, CT Idustrial 1988
Complex 130, 000 square feet
3
STORMWATER DETENTION AT CLARK CORNERS
Presently, there is a natural detention basin on the property
that discharges through a 15 inch pipe at Ellington Road to the
north. At the Town Shopping Center, a detention basin was
designed with a 15 inch outfall pipe and a weir structure, both
of which discharge to a piped system in Ellington Road as
required by the Town of South Windsor. This detention basin
will limit the peak flows to the present level for 2, 10, 25, 50
and 100 year frequency storms.
It has been proposed to connect the Clark Corners project to the
Town Shopping Center project with a drive paralleling Ellington
Road to ease internal traffic circulation. This drive would
pass through the Town Shopping Center detention basin, reducing
the available storage. To compensate for this it would be
necessary to modify the outlet structure. The 15 inch pipe to
Ellington Road would be modified with a 12"orifice plate and new
12 inch pipe would be constructed in the connector drive and
would discharge into the detention basin at Clark Corners. This
basin would be enlarged slightly and the outlet would be
restricted by placing a steel plate with an 11 inch round
opening over the existing 15 inch outlet pipe.
This proposed construction would maintain peak flows at the
present level for 2, 10, 25, 50 and 100 year frequency storms.
Attached is a summary of peak flows at Clark Corners, both
existing and proposed. Also attached is a summary of peak flows
from Town Shopping Center, including proposed to Ellington Road,
proposed to Clark Corners and existing to Ellington Road.
87-546 Corres.
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ttttttttttttttttt80-BO LIST OF INPUT DATA FOR TR-20 NYDROL06Ytttttttttttttttttt
OB TR-20 FULLPRINT SUMMARY NOPLOTS
ITLE 001 SAMSEL EXIST 9 87 546 CLARK CORNERS
3 STRUCT 01
8 72.0 0.0 0.0
8 73.0 2.8 573
8 74.0 6.5 2.06B
8 76.0 10.8 7.781
9 ENDTBL
6 RUNOFF 1 001 6 .0427 70.0 5 1 1 1
6 RESVOR 2 01 6 7 72.0 1 1 1 1
ENDATA
7 INCREM 6 10
7 COMPUT 7 001 O1 0,0 3.15 1.0 2 2 01 02
ENDCMP 1
7 COMPUT 7 001 O1 0.0 4.8 1.0 2 2 01 10
ENDCMP 1
7 COMPUT 7 001 01 0.0 5.4 1.0 2 2 01 25
ENDCMP 1
7 COMPUT 7 001 O1 0.0 6.15 1.0 2 2 01 50
ENDCMP 1
7 COMPUT 7 001 01 0.0 6.9 1.0 2 2 01 99
ENDCMP 1
ENDJOB 2
fttttttttttttttttttttttttttttttEND OF 80-BO LISTtttttttttttttttttttttttttttttttt
R20 XEQ 12-09-88 12:36 SAMSEL EXIST Q 87 546 CLARK CORNERS JOB 1 SUMMARY
REV PC 09/83(.2) PAGE 12
iUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDR06RAPH WITH PEAK AS LAST POINT.)
iECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK QISCHAR6E
TRUCTURE CONTROL QRAINA6E TABLE MOIST TIME ------------------------- RUNOFF --------------------------------------
ID OPERATION AREA 1 COND INCREM BE6IN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE
SA MI) HR) MR) (IN) (HR) (IN) FT)HR) CFS)CSM)
ALTERNATE 1 STORM 2
SECTION 1 RUNOFF .04 2 2 .10 .0 3.15 24.00 .80 12.23 16.17 378.7
STRUCTURE 1 RESVOR .04 2 2 .10 .0 3.15 24.00 .79 73.07 13.28 3.08 72.0
ALTERNATE 1 STORM 10
SECTION 1 RUNOFF .04 2 2 .10 .0 4.00 24.00 1.89 12.21 42.10 985.9
iTRUCTURE 1 RESVOR .04 2 2 .10 .0 4.80 24.00 1.87 73.93 13.33 6.25 146.3
ALTERNATE I STORM 25
SECTION 1 RUNOFF .04 2 2 .10 .0 5.40 24.00 2.34 12.20 52.66 1233.3
iTRUCTURE 1 RESVOR .04 2 2 .10 .0 5.40 24.00 2.32 74.17 13.40f 6.86f 160.7
ALTERNATE 1 STORM 50
SECTION 1 RUNOFF .04 2 2 .10 .0 6.15 24.00 2.92 12.20 66.40 1555.1
iTRUCTURE I RESVOR .04 2 2 .10 .0 6.15 24.00 2.89 74.46 13.57 7.48 175.1
ALTERNATE 1 STORM 99
SECTION I RUNOFF .04 2 2 .10 .0 6.90 24.00 3.53 12.20 80.59 1887.4
iTRUCTURE 1 RESVOR .04 2 2 .10 .0 6.90 24.00 3.48 74.76 13.68 8.13 190.5
R20 XEQ 12-09-88 12:36 SAMSEL EXIST 9 87 546 CLARK CORNERS JOB I SUMMARY
REV PC 09/83(.2) PAGE 13
UMMARY TABLE 3 - DISCHAR6E (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
SECTION/ DRAINAGE
STRUCTURE AREA STORM NUMBERS..........
ID S9 MI) 2 10 25 50 99
STRUCTURE 1 04
ALTERNATE 1 3.08 6.25 6.B6 7.4B 8.13
XSECTION 1 04
ALTERNATE 1 16.17 42.10 52.66 66.40 80.59
ttttttttttttttttt80-8D LIST OF INPUT DATA FOR TR-20 HYDROL06Ytttttttttttttttttt
OB TR-20 FULLPRINT SUMMARY NOPLOTS
ITLE 001 KELLY SAMSEL DRIVE IN DETENT RUN 2 B5 4B9 87 546
3 STRUCT 01
B 72.0 0.0 0.0
8 73.0 2.3 972
B 74.0 3.9 2.702
8 76.0 6.00 9.702
9 ENDTBL
6 RUNOFF 1 001 6 .0428 74.0 5 1 1 1
6 ADDHYD 4 002 1 6 7 1 1 1
6 RESVOR 2 01 7 6 72.0 1 1 1 1
ENDATA
7 INCREM 6 10
7 READHD 8 1
7 READHD 9 0.0 10 0428 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 25 45 45 45 45
8 45 45 45 45 5
B 55 6 6 65 7
8 85 1.15 1.95 3.35 4.05
8 4.9 5.35 5.7 5.85 5.95
8 5.95 5.9 5.B 5.65 5.5
8 5.35 5.2 5.05 4.7 4.4
8 4.1 3.8 3.5 3.2 2.45
8 1.95 1.65 1.4 1.25 1.15
8 1.1 1.0 1.0 95 9
9 ENDTBL
ttttttttttttttttttttt80-60 LIST OF INPUT DATA (CONTINUED)tttttttttttttttttttttt
7 COMPUT 7 001 01 0.0 3.15 1.0 2 2 01 02
ENDCMP 1
7 READHD B 1
7 READHD 9 0.0 10 0429 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 • 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
8 0.0 0.0 0.0 0.0 0.0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 45 65 7 7 75
B 75 8 8 8 85
8 0.9 1.0 1.1 1.25 1.5
8 2.05 3.35 4.15 5.25 6.1
8 6.85 7.4 7.5 7.7 7.75
8 7.7 7.65 7.5 7.4 7.35
8 7.3 7.2 7.05 6.85 6.7
6 6.5 6.3 6.15 5.9 5.7
8 5.55 5.35 5.15 4.95 4.6
8 4.3 4.0 3.7 3.5 3.3
9 ENDTBL
7 COMPUT 7 001 01 0.0 4.6 1.0 2 2 02 10
ENDCMP 1
ENDJOB 2
FttttttttttttttttttttttttttttttEND OF 80-00 LISTtttttttttttttttttttttttttttttttt
R20 XEQ 12-13-88 13:33 KELLY SAMSEL DRIVE IN DETENT RUN 2 85 489 87 546 JOB 1 PASS 1
REV PC 09/83(.2) PAGE I
XECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .10 HOURS RECORD ID
XECUTIVE CONTROL OPERATION READHD DISCHARGE HYDROGRAPH, HYDR06RAPH LOCATION 1 RECORD ID
STARTING TIME= .00 TIME INCREMENT= .10 DRAINAGE AREA= .04 BASE FLOW= .00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
00 00 00 00 00
25 45 45 45 45
45 45 45 45 50
55 60 60 65 70
85 1.15 1.95 3.35 4.05
4.90 5.35 5.70 5.65 5.95
5.95 5.90 5.80 5.65 5.50
5.35 5.20 5.05 4.70 4.40
4.10 3.80 3.50 3.20 2.45
1.95 1.65 1.40 1.25 1.15
1.10 1.00 1.00 95 90
ENDTBL
ECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 1 RECORD ID
STARTING TIME = .00 RAIN DEPTH = 3.15 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2
ALTERNATE NO.= I STORM NO.= 2 MAIN TIME INCREMENT = .10 HOURS
ERATION RUNOFF CROSS SECTION 1
OUTPUT HYDROGRAPH= 6
AREA= .04 SQ MI INPUT RUNOFF CURVE= 74. TIME OF CONCENTRATION= .50 HOURS
R20 XEQ 12-13-OB 13:33 KELLY SAMSEL DRIVE IN DETENT RUN 2 85 489 87 546 JOB 1 SUMMARY
REV PC 09/83(.2) PAGE 9
UMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.)
ECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE
TRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF --------------------------------------
ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE
SQ MI) HR) (HR) (IN) (HR) (IN) FT) (HR) CFS)CSM)
ALTERNATE 1 STORM 2
SECTION 1 RUNOFF .04 2 2 .10 .0 3.15 24.00 1.00 12.22 21.65 505.9
SECTION 2 ADDHYD .09 2 2 .10 .0 3.15 24.00 .74 12.22 27.39 320.0
TRUCTURE 1 RESVOR .09 2 2 .10 .0 3.15 24.00 .68 73.56 14.301 3.19* 37.2
ALTERNATE 2 STORM 10
SECTION 1 RUNOFF .04 2 2 .10 .0 4.80 24.00 2.20 12.20 50.07 1169.9
SECTION 2 ADDHYD .09 2 2 .10 .0 4.00 24.00 1.50 12.20 57.58 672.6
TRUCTURE 1 RESVOR .09 2 2 .10 .0 4.80 24.00 1.25 74.57 14.95 4.50 52.5
fR20 XEQ 12-13-88 13:33 KELLY SAMSEL DRIVE IN DETENT RUN 2 85 489 87 546 JOB 1 SUMMARY
REV PC 09/83(.2) PAGE 10
SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
SECTION/ DRAINAGE
STRUCTURE AREA STORM NUMBERS..........
ID SQ MI) 2 10
STRUCTURE 1 09
ALTERNATE 1 3.19 00
ALTERNATE 2 00 4.50
XSECTION 1 04
ALTERNATE 1 21.65 00
ALTERNATE 2 00 50.07
XSECTION 2 09
ALTERNATE 1 27.39 00
ALTERNATE 2 00 57.58
l
ffffffffffffffffff80-80 LIST OF INPUT DATA FOR TR-20 HYDROLDGYffffffffffffffffff
JOB TR-20 FULLPRINT SUMMARY NOPLOTS
TITLE 001 KELLY SAMSEL RUN 3 85 489 87 546
3 STRUCT 01
8 72.0 0.0 0.0
8 73.0 2.3 972
8 74.0 3.9 2.782
8 76.0 6.0 8.702
9 ENDTBL
6 RUNOFF 1 001 6 .0429 74.0 5 1 1 1
6 ADDHYD 4 002 1 6 7 1 1 1
6 RESVOR 2 01 7 6 72.0 1 1 1 1 1
ENDATA
7 INCREM 6 1
7 READHD 8 1
7 READHD 9 0.0 1 0428 0.0
8 0 0 0 0 0
8 0 0 0 0 0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 55 7 8 85 85
8 9 9 9 9 9
8 95 1.0 1.05 1.15 1.25
8 1.45 1.75 2.4 3.5 4.5
6 5.55 6.5 7.3 7.7 7.9
8 7.95 7.95 7.9 7.85 7.8
8 7.7 7.6 7.4 7.35 7.3
8 7.2 7.0 6.85 6.65 6.5
8 6.3 6.1 5.95 5.75 5.55
8 5.35 5.2 5.0 4.7 4.4
8 4.1 4.0 3.9 3.8 3.7
fffffffffffffffffffffB0-80 LIST OF INPUT DATA (CONTINUED)ffffffffffffffffffffff
9 ENDTBL
7 COMPUT 7 001 O1 0.0 5.4 1.0 2 2 01 25
ENDCMP I
7 READHD B I
7 READHD 9 0.0 10 0428
8 0 0 0 0 0
8 0 0 0 0 0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 6 8 9 95 1.0
B 1.0 1.05 1.05 1.05 1.1
8 1.1 1.15 1.25 1.3 1.45
8 1.7 2.05 2.05 3.7 4.9
8 5.9 6.95 7.7 8.0 8.1
8 8.15 B.15 8.1 0.05 7.95
8 7.95 7.8 7.650 7.5 7.35
8 7.3 7.3 7.15 7.0 6.8
8 6.65 6.45 6.3 6.15 5.95
8 5.75 5.5 5.3 5.2 5.1
9 ENDTBL
7 COMPUT 7 001 01 0.0 6.15 1.0 2 2 02 50
ENDCMP 1
7 READHD 8 1
7 READHD 9 0.0 1 0428 0.0
B 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
B 0 0 0 0 0
B 0 0 0 0 0
0 0 0 0 0 0
ttttttttttttttttttttt80-BO LIST Of INPUT DATA (CONTINUED)tttttttttttttttttttttt
8 0 0 0 0 0
8 0 0 0 0 0
e 0 0 0 0 0
8 0 0 0 0 0
e 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 00
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 0 0 0 0 0
8 65 85 1.0 1.05 1.1
8 1.15 1.2 1.2 1.25 1.25
8 1.3 1.35 1.45 1.55 1.7
8 1.95 2.4 3.25 3.9 5.15
8 6.25 7.3 7.95 0.25 8.4
8 8.4 8.3 8.2 9.1 8.05
8 7.95 7.9 7.8 7.65 7.5
8 7.4 7.35 7.3 7.2 7.05
8 6.9 6.75 6.6 6.4 6.25
8 6.1 5.95 5.75 5.6 5.45
8 5.25 5.1 5.0 4.9 4.8
9 ENDTBL
7 COMPUT 7 001 O1 0.0 6.9 1.0 1 2 03 99
ENDCMP 1
ENDJOB 2
ttttttttttttttttttttttttttttttEND Of 80-80 LISTtttttttttttttttttttttttttttttttt
fR20 XE9 12-13-BB 14:20 KELLY SAMSEL RUN 3 B5 407 B7 546 JOB 1 PASS 1
REV PC 09/B3(.2) PAGE 1
XECUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .10 HOURS RECORD ID
XECUTIVE CONTROL OPERATION READHD DISCHARGE HYDROGRAPH, HYDROGRAPH LOCATION I RECORD ID
STARTING TIME= .00 TIME INCREMENT= .10 DRAINAGE AREA= .04 BASE FLOW= .00
1 00 00 00 00 00
1 00 00 00 00 00
1 00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
00 00 00 00 00
1 00 00 00 00 00
55 70 80 B5 85
1 90 90 90 90 90
95 1.00 1.05 1.15 1.25
1.45 1.75 2.40 3.50 4.50
5.55 6.50 7.30 7.70 7.90
7.95 7.95 7.90 7.85 7.80
7.70 7.60 7.40 7.35 7.30
7.20 7.00 6.85 6.65 6.50
6.30 6.10 5.95 5.75 5.55
5.35 5.20 5.00 4.70 4.40
4.10 4.00 3.90 3.80 3.70
ENDTBL
XECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 1 RECORD ID
STARTING TIME = .00 RAIN DEPTH = 5.40 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COND= 2
ALTERNATE NO.= 1 STORM NO.=25 MAIN TIME INCREMENT = .10 HOURS
PERATION RUNOFF CROSS SECTION 1
R20 XEQ 12-13-OB 14:28 KELLY SAMSEL RUN 3 85 487 87 546 JOB 1 SUMMARY
REV PC 09/83(.2) PAGE 13
UMMARY TABLE I - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED
A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH
A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.)
ECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE
TRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF --------------------------------------
ID OPERATION AREA # COND INCREM BE6IN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE
SQ Mil HR) (HR) (IN) (HR) (IN) FT)HR) CFS)CSM)
ALTERNATE 1 STORM 25
SECTION 1 RUNOFF .04 2 2 .10 .0 5.40 24.00 2.68 12.20 61.32 1432.7
SECTION 2 ADDHYD .09 2 2 .10 .0 5.40 24.00 1.79 12.20 68.63 801.8
TRUCTURE 1 RESVOR .09 2 2 .10 .0 5.40 24.00 _ 1.39 74.89 15.46 4.84 56.5
ALTERNATE 2 STORM 50
SECTION 1 RUNOFF .04 2 2 .10 .0 6.15 24.00 3.31 12.20 75.78 1770.5
SECTION 2 ADDHYD .09 2 2 .10 .0 6.15 24.00 2.09 12.20 83.47 975.1
TRUCTURE 1 RESVOR .09 2 2 .10 .0 6.15 24.00 1.53 75.23 15.00 5.20 60.7
ALTERNATE 3 STORM 99
SECTION 1 RUNOFF .04 2 2 .10 .0 6.90 24.00 3.95 12.19 90.55 2115.7
SECTION 2 ADDHYD .09 2 2 .10 .0 6.90 24.00 2.47 12.20 9B.48 1150.5
TRUCTURE 1 RESVOR .09 2 2 .10 .0 6.90 24.00 1.68 75.67 15.49 5.66 66.1
R20 XEQ 12-13-88 14:28 KELLY SAMSEL RUN 3 85 489 87 546 JOB I SUMMARY
REV PC 09/83(.2) PAGE 14
SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES
SECTION/ DRAINAGE
STRUCTURE AREA STORM NUMBERS..........
ID SQ MI) 25 50 99
STRUCTURE 1 09
ALTERNATE 1 4.94 00 00
ALTERNATE 2 00 5.20 00
ALTERNATE 3 00 00 5.66
XSECTION 1 04
ALTERNATE ' 1 61.32 00 - .00
ALTERNATE 2 00 75.79 00
ALTERNATE 3 00 00 90.55
XSECTION 2 09
ALTERNATE 1 68.63 00 00
ALTERNATE 2 00 93.47 00
ALTERNATE 3 00 00 98.48
O
FUSS&O'NEILL
consulting engineers
January 10, 1989
Ms. Marcia Banach
Town Planner
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Clark Corners
Route 30
South Windsor, Connecticut
Dear Ms. Banach:
We have prepared this letter to describe the traffic impacts of
the proposed Clark Corners Development in the Town of South
Windsor, Connecticut. Please be advised that we are currently
preparing an application to the State Traffic Commission as a
major traffic generator, pursuant to State Statute 14-311. We
will be incorporating the overall development plan into this
traffic study, and addressing the joint impact of the Clark
Corners parcel, the Town Shopping Center, and the Terry Office
Park. This study incorporates all three developments since the
overall development plan shows an interconnection between all
driveways. This allows traffic to move internally between the
three sites.
As proposed, the Clark Corners Center will consist of 60, 600 S.F.
of office development, 8,000 S.F. of retail development and a
4, 400 S.F. banking facility. The number of vehicles expected to
be generated by this facility are shown in Table No. 1,
attached. This table indicates the total number of vehicles
which will be generated on an average weekday, and also during
the morning and afternoon peak highway hours.
It is anticipated that improvements to the intersection of Route
30 and Clark Street will be necessary in order to accommodate the
site generated traffic. Additionally, improvements to Clark
Street along the site frontage are anticipated. These
improvements will also benefit the future reconstruction of Clark
Street south of the Deming Street intersection.
146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307
SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING
HIGHWAYS and BRIDGES• SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC• PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY
FUSS&OTMBLL
Ms. Marcia Banach
January 10, 1989
Page -2-
Currently, it is planned to signalize the Town Shopping Center
driveway intersection with Route 30, in accordance with the State
Traffic Commission certificate issued to that developer.
However, we will investigate the desirability of moving this
traffic signal to the intersection of Clark Street and Route 30.
During our review process with the State Traffic Commission, the
details of signal control on this section of Route 30 will be
finalized.
We welcome any input from the town regarding traffic operations
in the vicinity of this development. Although the State Traffic
Commission has a great deal of control over the operations on the
state highways in the area, it is our intent to accommodate the
town' s requirements to whatever extent possible. It is our
opinion that the roadway system will be able to absorb the
increase in traffic, and that safe operation of the roadways
surrounding the site can be maintained following the development
of the site.
Of course, if you have any questions, please contact us at any
time.
Very truly yours,
IX96
Ste hen F. Mitchell, P. E.
As ociate
Director of Traffic Engineering
Attachment
SFM:smc
cc: Mr. John Samsel
88-546
0110BTRF. 10
TABLE NO. 1
Hourly Trip Generation Volumes
Clark Corners
South Windsor, Connecticut
A.M. PEAK HOUR P.M. PEAK HOUR
Enter 158 65
Exit 29 188
Total 187 253
Calculated using methodology described in "Trip Generation"
published by the Institute of Transportation Engineers ( ITE)
in 1987
Average weekday vehicle trip ends = 3, 170
4 W N 8t
Gaily K. TyW
Chief of Police
SOR CO
Police Services SOUTH WINDSOR POLICE DEPARTMENT
CONSTRUCTION REQUIREMENTS
Project Title: 89-03 P Clark Corners Date- 13, Febuary 1989
L9 1. Developer is responsible for the purchase and installation of all
street and traffic signs. Any signs on or intersecting with a
State Highway must be cleared through the Department of Trans-
portation. All signs must be in place before a c.o. is issued.
2. Developer is responsible for the purchase of all street lighting
through Connecticut Light and Power. CUP will install all
lighting once they have received payment from the developer and
the locations of the lights has been reviewed by the Police
Department. All lighting must be in place before a c.o. is
issued.
3. Developer will submit three (3) 82 x 11 or 8; by 14 maps of the
proposed project to the Police Department for the purpose of
j identifying and locating all signs. Completed maps will be
distributed to the developer, Town Planner and the Police
Department. Any changes in road design will require new maps.
i
4. Temporary street signs must be in place as soon as possible and
maintained throughout the project.
5. Emergency phone numbers for the duration of the construction
must be provided to the Police Department on a company letter-
head. If the developer occupies or owns the building/s after
construction emergency numbers must be provided to the Police
Department.
21 6. 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.
Barns, garages and outbuilding which are located on the same
premises as a numbered structure are excluded.
7. Install traffic control signal at Clark & Ellington Road. Widen Clark
Street to 30 fset of pavement from Deming Street to Ellington Road. Insta 1
entrance lane just south of proposed driveway on Clark St, aRRroximately
80 feet in lenght. Install exit lane(acceleration lane) just north of
proposed driveway on Clark Street-100 feet in lenght. Re-design intersect on
of Clark Street and Deming Street, for improved site distance and traffi
control/
Re-design Clark street and Ellington Road intersection.
151 Sand Hill Rood 9 South Windsor, Connecticut 06074 9 (203) 644-2551
SAMSEL PROPERTIES
152 DEMING STREET
SOUTH WINDSOR, CT 06074
203) 644-1157
TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER
February 20, 1989
Inland Wetlands/Conservation Commission
Town of South Windsor
Sullivan Avenue
South Windsor, CT 06074
Re : Clark Corners and RSK-KELLCO letter, February 15, 1989
Dear Commissioners :
Enclosed are my comments concerning the above letter .
Item #l . At this time, we, (Mr Samsel and Mr Kelley) have no
agreement concerning a connector road between Clark
Corners and the Town Shopping Center or between Terry
Office Park and the Town Shopping Center .
Item #2 . I am sure the Planning and Zoning Commission will also
require a bond from me if our site plans are approved .
Item #3 . An interior road system was a very strong suggestion by
town staff and the Planning and Zoning Commission. Our
connector road from the Clark Corners to the Town Shopping
Center simply abutted a road I believe the Planning and
Zoning Commission approved on plans submitted by Town
Shopping Center . The connected road from Terry Office
Park to the Town Shopping Center was the result of at
least two meetings with the land owners and town staff . I
intend to construct and install the connector road to the
property line and all other improvements as submitted
immediately after approval whether or not the connector
road ever becomes a reality.
Item 114 . I agree that the building at 1665 Ellington Road ( the
Kuehn building ) should be connected to the above mentioned
interior road system and eliminate the curb cut it
presently has onto Ellington Road . Enclosed is a copy of
a condition I agreed to abide by when we purchased the
Waldron property.
SAMSEL PROPERTIES
152 DEMING STREET
SOUTH W I N DSOR, CT 06074
203) 644-1 157
TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER
2-
Also enclosed is a letter from me to Richard S . Kelley
dated December 28, 1988, in which I asked him if he wanted
to be a part of this application concerning the connector
road . To date, there has been no response from Mr . Kelley
concerning his willingness to cooperate . Also enclosed is a
copy of a letter of intent between the above mentioned
projects to Mr . Kelley from myself .
Sincerely
John Samsel, Jr .
Encl : ( 2 )
CLARK CORNERS ASSOCIATES
Richard L. Mahoney 152 Deming StreetMelvynB. Marks South Windsor, CT 06074
John Samsel, Jr. 203) 644-1157
FAX: (203) 644-5992
February 20, 1989
Richard S . Kelley
1744 Ellington Road
South Windsor, CT 06074
Re : Clark Corners Associates Letter of Intent
Dear Dick,
This is my letter of intent to allow a cross easement of
vehicular and pedestrian traffic between the proposed Clark
Corners and Town Shopping Center when both projects receive both
Local and State approvals .
Sincerely,
John Samsel, Jr .
Clark Corners Associates
SAMSEL PROPERTIES
152 DEMING STREET
SOUTH WINDSOR, CT 06074
203) 644-1157
TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER
February 20, 1989
Richard S . Kelley
1744 Ellington Road
South Windsor, CT 06074
Re : Terry Office Park Letter of Intent
Dear Dick,
This is my letter of intent to allow a cross easement of
vehicular and pedestrian traffic between Terry Office Park and
Town Shopping Center when both projects receive both Local and
State approvals .
Sincerely,
1
John Samsel, Jr .
4ow N
sE4To-wn o-P SoatA ?dZnd416'0tOc
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR-C AREA CODE 203/644-2511
February 27, 1989
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 /
A
RE: Clark Corners - Engineering Review
Please be advised that this Department has received the subject
plans dated 1/9/89 and the following comments are noteworthy:
1 . In general the plans are lacking elevation data
necessary to fully evaluate how the drainage will
function, i .e. , water elevation of existing pond, bottom
elevation of proposed pond, spot elevations along
parking areas, adjacent to buildings, walkways, drainage
swale, connection to Town Center at intersection of
Clark Street, etc. . . . . Topo references should be
provided.
2 . Details of materials of construction are missing for
pond, leak-offs (reverse filter design) , sanitary sewer
appurtenances, outlet structures, pipes, walkways,
etc. . .
3 . Drainage from parking areas is proposed to discharge via
leak-offs . Concern regarding erosion control and
containment of sediment/sand prior to discharge to ponds
and swale.
4 . Details of connection to the Town Shopping Centre and
modifications to the existing detention pond should be
provided.
5 . Both the wetland and non-wetland soils for the site
indicated seasonally high groundwater tables at or near
the surface and in general the soils are considered
unsuitable for roadway fill or road construction.
Design as submitted does not appear to address soil site
conditions .
Marcia A. Banach
Clark Corners
February 27 , 1989
6 . Roof leader drainage should be shown.
7 . Inlet/outlet drainage protection should be provided.
8 . Guiderailing may be needed along access road near
stream.
9 . Consideration of locating sanitary and water in Clark
Street should be examined.
10 . Improvements along Clark Street and at Deming/Clark
should be consistent with the Clark Street Preliminary
Engineering plans . Provide for realignment of
Deming/Clark intersection, improvement @ Ellington/Clark
11 . Physical features should be shown for the west side of
Clark Street and the south side of Deming Street along
the project limits .
12 . The topo map shows a 24" RCP under Ellington Road, yet
the drainage calcs analyze a 15" RCP. Should be
clarified.
13 . It is unclear as to whether the proposed detention pond
includes flows from the impacted Town Shopping Center
detention pond, including drainage calculations .
14 . It appears that under the proposed 50 and 100 year
storms, flooding across Ellington Road may occur.
Outlet flood/storm stage data should be clarified
relative to existing/proposed elevations . Overflow
structure should be provided for proposed pond.
15 . Details for the proposed pond have not been provided,
i .e. cross section/depth, materials of construction. As
the pond will entail cuts the concern relative to
seepage/stabilization should be evaluated. The
maintenance and function of a "live" pond versus a dry
pond should be clarified. Pond could be asset to
proposal if designed/constructed properly.
Once the plans have been modified this Department will re-review
them in detail . Should you have any questions please feel free
to contact me.
MJG/jsv
cc: Project File
4o+'M 84N
U 7-0-w'n O-P S-11twitth ?A
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR,CO AREA CODE 203/644-2511
February 27 , 1989
Mr. John G. Samsel, Jr.
152 Deming Street
South Windsor, CT 06074
re: Appl . #89-03P, Clark Corners Site Plan
Gentlemen:
Please be advised that the public hearing in the above matter has
been scheduled for Tuesday, March 14, 1989 at 8: 00 P.M. in the
Council Chambers of the South Windsor Town Hall, 1540 Sullivan
Avenue.
Signs advertising the hearing must be posted for 10 consecutive days
prior to the hearing, and must be clearly visible from the road.
Please have them posted by Friday, March 3, 1989 . One sign should
be placed on the easterly side of Clark Street and one on the
southerly side of Ellington Road.
Signs can be purchased in the Town Hall for $5 . 00 each.
Very truly yours,
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr.
Chairman
cc : PZC File
Applicant
Engineer
M. Banach, Dir. of Planning
Lr) ° h
ru V —7 II
ru
LL 2
SENDER: Complete Items 1 and 2 when additional services are desired, and complete Item_ s 3
and 4.
Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this
card from being returned to you. The return receipt fee will Provide You the name of the person
delivered to and the date of delivery. For additional fees the following services are available. Consult
postmaster for fees and check box(es)for additional servlce(s) requested.
1. Show to whom delivered,date,and addressee's address. 2. Restricted Delivery
1(Extra charge)1 1(Extra charge)1
Article Addressed to: 4. A le Number
ibw
Q t-f n1 S r h EL J a L 5- 09
Type of Service:
registered El Insured
Certified COD
O l _iP O
P r 0 o74 Express Mall IW 1'J 7 C
Always obtain signature of addressee
1 or agent and DATE DELIVERED.
5 Sin ture—A Jdr ss 8. Addressee's Address(ONLY if
X requested and fee paid)
K Signature—Agent
X
7. Date of eli r
PS Form 3811, M .1987 t ILS.MP.O.1967-178-268 DOMESTIC RETURN RECEIPT
PLANNING DEPARTNENT
IN-HOUSE REFERRAL FORK
TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw,
Richard J. Sartor, Gary Tyler, Fire Marshall
Lanning, Jim Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received
plans for the following project:# 7 - C; -p
Zoned- Acreage i
Subdivision Site Plan Residential_
No. of Lots/units
Commercial_ Industrial
Location:C i 1 ne, ' f r V S ( 16LLk S /,10 ',V,c .
Project Description: yV,,,«: , , u,l La ;u_, e Tu,,( - ? L'Tri,%
e, 41
Future Town-owned property involved? Yes Now -
a)new streets existing frontage also)
b)new open space/recreation area
active passive
c)new detention area
Planning Department comments
Please let me know by
4''
v I'1 if you will have
comments on this application so that I can follow up with your
department when I do a Planning D partment report.
vl
c
s
7-awt-1 O-P sloam ?&U&0 t
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
tiosoR coN' AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MARCH 2, 1989
THURSDAY, MARCH 9 , 1989
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, March 14 , 1989 at 8 : 00
P.M. in the Council Chambers of the South Windsor Town Hall to
consider the follow.i.n§.
1 . Appl . 89-03P, John G. Samsel, Jr. for a Site Plan of
Devel pment fo,r'` property at southeast corner of Ellington
Road a d C;-rk Street intersection, RC Zone.
2 . Appl . #89-09P, Burnham Business Park Associates for
Amendments to Zoning Regulations, Sections 4 .7 . 2 .8, 5 . 2, -
8 . 3, and 8 . 4 to allow for office building not exceeding 5
feet in height, developed in a park-like setting along p
of the I-291 corridor in the Industrial Zone.
Copies of the applications and maps more clearly defining the
properties and the proposed amendment 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
10"'X sf4<
Qs vzn
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Osoa•c0 AREA CODE 203/644-2511
March 14, 1989
John G. Samsel, Jr.
152 Deming Street
South Windsor, CT 06074
RE: Application #89-03P - Clark Corners
Dear Mr. Samsel :
At the March 13 , 1989 meeting of the South Windsor Inland Wetlands
Agency/Conservation Commission, the Commission voted to deny without
prejudice, Application #89-03P. You may re-apply at any time taking
into consideration the concerns expressed by the Agency.
The concerns expressed by the Agency are:
1 . There could be a feasible and prudent alternative which
would have less impact on the wetlands and watercourse.
2 . The internal roadway, including crossing the stream,
seemed to have an excessive impact on the wetlands .
3 . Significant impact on the wetlands as a result of the
number of buildings , roadways, and parking lots .
4 . Significant amounts of fill to be placed in regulated area,
much of it in wetlands areas .
Very truly yours,
John rM. Moran, J . Chairman
Inland Wetlands Agency/
Conservation Commission
JMMJr/pmm j
cc: Marcia A. Banach, Director of Planning
Michael J. Gantick, Director of Public Works
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, P&ZCommission
Jerry Iazzetta, Town Engineer
A. Bowen Davies , Deputy Town Engineer
CLARK CORNERS ASSOCIATES
Richard L. Mahoney 152 Deming Street
Melvyn B. Marks South Windsor, CT 06074
John Samsel, Jr. 203) 644-1157
FAX: (203) 644-5992
Raymond Hallowell, Chairman
South Windsor Planning and Zoning Commission
South Windsor Town Hall
1540 Sullivan Ave .
South Windsor, Connecticut 06074
RE: Clark Corners
Application #89-03
Dear Mr . Hallowell,
With regrets, at this late hour, I wish to with-
draw our application #89-03 from tonights agenda.
Thank you very much for your courtsey.
Sincerely,
e-
John Samsel, Jr.
Clark Corners Associates