HomeMy WebLinkAbout94-28P Earth Filling r
TOWN OF SOUTH WINDSOR, CONNECTICUT j
PLANNING & ZONING COMMISSION �. ' ?_ IN
;
APPLICATION FORM .
1
Application No. : Cl 0 7 P APR 28 1997
Date Received: a - 7
Action/Public Hearing by: South Windsor
Receipt No. //F�L Planning & Zoning Commission
APPLICANT: 'Mdmc1►es�er T-$4 fl5sooia+es
ADDRESS: c% Sohn. Fi ndup rrci 1109 Rose Larne , Virain fa- 8e4" VA 234SI
OWNER OF RECORD ON LAND RECORDS Wenclelt C0roora,h`VVV Trus,l-ee.
ADDRESS: do K. Fle�s��mctnh 2) Oa-k -14,eee,d- 'Ra., 4Y-W- CT 06106
COMPLETE LOCATION OF PROPERTY: r)UQ(�
Assessor's Map # 18 Parcel #4t6 Zone- CT-D
NAME, ADDRESS, & TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE
Phone: 646- 2469 For-. 643-63/3
DIRECTED: 3 1eS p E. e&,o J 01Nej 1J ,,Znef 14-C H - ^4 �d Ma�,ahes�.cr- cT 06 0 4U 5-921
THIS APPLICATION IS FOR: (Check all that .apply) :
1. Zone Change to (Public Hearing required)
2. Subdivision/Resubdivision
a. _ Subdivision Minor _ Major
b. _ Resubdivision Minor _ Major (Public Hearing Required)
c. _ Conditional Approval
d. _ Open Space Subdivision (Public Hearing Required)
3. Special Exception to Article (Public Hearing Required)
_4. Site Plan of Development
_5. General Plan of Development C-n
X_6. Earth Filling {Sec. 101 and/or Earth Removal [Sec. 91 (Public Hearing Req)
_7. Regulation Amendment: Zoning Subdivision
8. Amendment to Town .Plan of Development
9. Temporary and Conditional Permit
10. Other (explain in detail) :
Applic Pro r e
(See reverse side for additional information)
Manchester I-84 Associates—Application for Filling
1. Request for land filling under Section 15 of the zoning regulations. This section
requires a permit from the Commission for filling of land in order to ensure that
erosion & flooding problems don't result. The applicant is proposing to regrade
land in South Windsor in conjunction with widening of Buckland Hills Drive in
Manchester.
2. There are regulated wetlands involved with this application. The application
was heard by IWA/CC on May 7, and is now waiting the new statutory 30-day
waiting period before IWA/CC can act on it. Action is expected by IWA/CC on
May 21.
3. If this application is approved, it does not imply any approval for any future
activities that may occur on the South Windsor property. Site plan of
development approval will be required for any development in South Windsor.
4. The land filling regulation allows for the Commission to grant a permit for a
period not to exceed one year.
5. The Planning Department has no requested plan modifications. The
Engineering Dept. has no comments on this proposal.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Manchester I-84 Associates APPL.#97-27P
ENGINEER/ARCHITECT Fuss&O'Neill PROJ. #
Submit mylars of sheets: 2
1. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission.
2. A site plan is required to be submitted prior to any building construction.
3. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
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O F Tai� aie SotdA i 40
7
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•CO AREA CODE 203/644-2511
March 23, 1994
CERTIFIED MAIL
Attorney Laurence P. Rubinow
555 Main Street
Manchester, CT 06040
Dear Attorney Rubinow:
re: Appl 4 .. .: hit : t >� $mit Partaorahip
Zone Change
Please be advised that the Planning & Zoning Commission voted on
March 22, 1994 to approve the above-referenced application for a Zone
Change from AA-30 to RC on approximately one ( 1) acre of land located
on the east side of Buckland Road at the Manchester Town Line as
shown on plans prepared by Fuss & O'Neill, Inc. , Project 86-481 and
dated December 21, 1994 .
Within ninety days (by June 20, 1994 ) a zone change map ( 1" = 40 ' )
with an A-2 certification must be filed, showing all boundary lines
and the acreage of the land where the zone change was granted. The
map shall be drawn in accordance with the rules and regulations of
the State Board of Registration for Professional Engineers and Land
Surveyors, and shall be stamped and signed by a Registered Land
Surveyor. The zone change map must be submitted on black and white
mylars, with this approval letter thereon, together with three
blueprint copies of the Zone Change. After the mylars have been
stamped and signed by the Commission, they will be returned to you
for filing in the Town Clerk's Office.
The effective date of the Zone Change is the date the mylar is filed
in the Town Clerk's Office.
Very truly yours,
PLANNING & ZONING COMMISSION
':rThomas A. Murrin Chairman
TAM/pmm
cc: Director of Planni g
Economic Develop nt Coordinator
Chief Building fficial
Town Engineer
Superintendent of Pollution Control
Assessor
Fire Marshal
Fuss & O'Neill, Inc.
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C . Iazzetta, Town Engineer
DATE: June 29 , 1994
RE: MANCHESTER I-84 ASSOCIATES
FILLING APLICATION 94-28P l
We have reviewed the drawings dated 6-24-94 for the proposed
Manchester I-84 Associates Filling Operation and have the following
comments :
Sheet 2
1 . Slopes shown at 2 : 1 - maximum slope should be 3 : 1
2 . Silt fence should be placed at the bottom (toe) of the work
area - drawing shows silt fence at top of the work area.
3 . Erosion Control blankets should be looked at for slope
stabilization.
4 . A retaining wall is proposed along the property N/F Musumano .
a . A detail is required of the wall
b. A cross section should be shown
C . The Versalok wall indicated will .require grading work on
the N/F Musumano property. None is indicated.
5 . Test pits or borings are indicated, however no information is
li provided.
6 . For sake of clarity existing topo lines should be darker.
JCl/jsv
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s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR•ca AREA CODE 203/644-2511
July 5, 1994
Attorney Lawrence Rubinow
555 Main Street
Manchester, CT 06040
Dear Attorney Rubinow:
RE: Appl. #94-28P, Manchester I-85 Associates Filling
Attached is a copy of staff review comments from the Planning and Engineering Departments regarding
the above-referenced application. Please have your site engineer make the necessary revisions to the
plans and submit 7 complete sets to the Planning Department. Plans must. be received with adequate
staff review time prior to the scheduled PZC meeting at which the application will be discussed.
If you have any questions regarding the comments or the procedure, please contact me.
Very truly yours,
/ram
Marcia A. Banach
Director of Planning
cc: .Terry Iazzetta, Town Engineer
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C . Iazzetta, Town Engineer
DATE: June 29 , 1994
RE: MANCHESTER I-84 ASSOCIATES
FILLING APLICATION 94-28P
We have reviewed the drawings dated 6-24-94 for the proposed
Manchester I-84 Associates .Filling Operation and have the following
comments :
Sheet 2
1 . Recommended maximum slope should be 3 : 1
2 . Silt fence should be placed at the bottom (toe) of the work
area - drawing shows silt fence at top of the work area.
3 . Erosion Control blankets should be looked at for slope
stabilization.
4 . A retaining wall is proposed along the property' N/F, Musumano.
a . A detail is required of the wall
b. A cross section should be shown
C . The Versalok wall indicated will require grading work on
the N/F Musumano property. None is indicated.
5 . Test pits or borings are indicated, however no information is
provided.
6 . For sake of clarity existing topo lines should be darker.
JCl/jsv
I-84 Associates Earth Removal/Filling
PLANNING COMMENTS
As indicated in the Planning Department public hearing report on
the zone change application for this site, we stated that we
would be looking for the applicant to show some sensitivity to
working with the land, rather than massive filling and removal of
the hillside. It does not appear that the applicant has done
this .
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
sox•CO AREA CODE 203/644-2511
July 7 , 1994
TO: Elizabeth A. Warren, Chairman, IWA/CC
FROM: John E. McCahill, Zoning/Wetlands Enforcement Officers'
v;
RE: Application #94-28P, Manchester I-84 Associates & J.
Finguerra
DOCUMENTS REVIEWED: Application form and plans prepared for
Manchester I-84 Associates and J. Finguerra
(dated 6/24/94 )
COMMENTS:
1 . The Town of Manchester has been notified of this pending
application in accordance with Connecticut General Statutes .
2 . The application form, Item H. , states "stumps will be removed
from the site. " This should be noted on the plans .
3 . There are boring locations indicated on the plans . The boring
information should be submitted for this application. (This site
is predominantly rock and ledge. )
4 . The existing conditions along Buckland Road are not shown. Much
of the work, regrading of the slope easterly of Buckland Road,
has been done. This should be shown on the plan.
5 . A legend should be included on the plans . There is something
shown along the easterly side of Buckland Road (possibly a
sidewalk) but it is not labeled.
6 . Silt fence is shown at the toe of the slope only in the area of
the South Windsor frontage along Buckland Road. This should be
continued southerly to Buckland Hills Drive. It should also
continue along the northerly property line.
7 . Details and a cross section should be provided for the "versalok
or approved equal, retaining wall" noted on the plans .
8 . What is meant by "Phase I/Phase II" as shown in the northerly
portion of the lot?
9 . Catch basin protection should be provided for the existing basins
along Buckland Road. (The existing catch basins along Buckland
Road should be shown as mentioned previously.)
Elizabeth A. Warren - 2 - July 7 , 1994
Application #94-28P
10 . A construction entrance should be shown at the entrance/exit off
Buckland Hills Drive. A note should be added to the plans to
ensure no construction vehicles will enter or exit the site from
Buckland Road.
11 . They are proposing a 2 to 1 ( 2 horizontally to 1 vertically)
slope along Buckland Road. A 3 to 1 slope is recommended.
12 . A seeding schedule (with seed mixtures, dates, and pounds per
square foot) should be included.
13 . The proposed limits of tree clearing should be flagged in the
field, and inspected by Town Staff, prior to clearing. This
should be noted on the plans .
14 . Revised plans, and additional information, should be submitted to
Town Staff for review prior to presentation of the application to
the Commission.
JEM/pmm
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineerolll—
DATE: July 19 , 1994
RE: MANCHESTER I-84 FILLING - #94-28P
We have reviewed the revised drawings dated 7-14-94 and Fuss &
O'Neill' s letter of July 14 , 1994 and have the following comments :
1 . A construction entrance pad is shown on Buckland Road. This
is not acceptable. Construction entrance should not be onto
Buckland Road.
2 . We have a real concern about the statement that no grading
work will be done on the N/F Musumano property. We recommend
that stringent measures be in place to insure that this does
not happen. Constant monitoring will be necessary since once
rock (or earth) is cut into the N/F Musumano property, it is
difficult to put it back.
3 . The comment "Test pits and/or borings were not undertaken on
the subject property in South Windsor" is a concern. True,
they weren't taken in South Windsor, but those for the
driveway/retaining wall area are only five feet off of the
Town Line. These test pits are very important as they will
help us to identify the soil condition within which the
retaining wall is to be built. Please have applicant supply
information on test pits #B19 , B20, B21 and B22 .
4 . Property corners in South Windsor should be pinned.
JCl/jsv
146 Hartford Road,Manchester,CT 06040-5921
TEL 203 646-2469 FAX 203 643-6313
1200 Converse Street,Longmeadow,MA 01106-1721
TEL 413 567-9666 FAX 413 567-8936
0 Fuss&O'Neill Inc. Consulting Engineers Solid Waste Management Environmental Engineering
Industrial/Hazardous Waste Management Wastewater Management
Stream Impact Analysis Site Planning/Engineering
Water Resources Engineering Hydrogeology
Transportation Engineering Park Design
July 14, 1994 Environmental Field Services egg
� IQ
Ms. Marcia A. Banach
Director of Planning
Town of South Windsor RECENE�
1540 Sullivan Avenue ,U L 15 1994 �o
South Windsor, CT 06074 so
So.Wnftf
RE: Application No. 94-28P, Manchester I-84 Associates planning Dept. ti
S�
Dear Ms. Banach: b 'b
The following is our response to staff review comments we received from the town
staff regarding the above referenced application. We trust that our responses
adequately address the staff concerns. If they do not, we would be happy to meet
with staff members at their convenience prior to the scheduled PZC meeting on
July 19.
Comments by Jerry C. Iazzetta, Town Engineer, dated 6/29/94
1. As you know, State Project 132-100, the reconstruction of Buckland Road,
called for the widening of Buckland Road and associated grading along the
frontage of the subject property. The State of Connecticut took land from the
applicant for both the widening and for grading. The State's design drawings
indicate that the grading performed on the applicant's property was a 2:1 slope
up to approximately elevation 180 as is indicated on Sheet No. 2. We have
also shown this existing 2:1 slope as existing ground on "Typical Slope Section
A" on Sheet No. 3. We are proposing to extend that existing 2:1 slope as
shown on Typical Slope Section A. A 2:1 slope is not unusual and is
consistent with sound engineering practice and is constructable and
maintainable. As shown on Sheet No. 3, the applicant proposes to plant grass
on a minimum of six inches of loam with a seed mixture as shown on Sheet
No. 4. In addition, we propose to use an erosion control mat as shown on
detail Sheet No. 3. Areas of the slope will also be landscaped as shown on
Sheet No. 4.
2. Sheet No. 2 has been corrected to show silt fence at the bottom (toe) of the
work area.
3. We have proposed the use of erosion control mats as shown on Sheet No. 3.
4. The proposed retaining wall is entirely within the Town of Manchester and will
not require grading work on the N/F Musumano property. The subsurface in
the area of the wall is rock and the Versalok units will be anchored to the rock
face. Geogrid will not be used and no grading, excavation or any other work
is proposed on the Musumano property within South Windsor.
86481\A 1\0925VJG0714A.WP
Cones.
acrRIN
Fuss&O'Neill Inc. Consulting Engineers
Ms. Marcia A. Banach
July 14, 1994
Page 2
5. Test pits and/or borings were not undertaken on the subject property in South
Windsor.
6. We will attempt to make the existing topo lines darker.
Comments by John E. McCahill, Zoning,/Wetlands Officer dated 7/7/94
1. Acknowledged.
2. The note "stumps will be removed from the site or will be ground on site" will
be placed on Sheet No. 2.
3. The boring locations indicated on the plans are within the Town of Manchester
on other land of the Applicant known as Parcel C. There are no borings
located on the subject parcel.
4. The curb, right—of—way, and 2:1 slope constructed as part of State Project 132-
100 is shown on Sheet No. 2 of the plans. In addition, we have attempted to
show this information on typical slope section A on Sheet No. 3.
5. A note has been added to Sheet No. 2 to identify the sidewalk on the east side
of Buckland Road.
6. We have revised Sheet No. 2 to show silt fence along the northerly property
line of the subject parcel. We have also enclosed a copy of the Erosion and
Sediment Control plan that is under review by the Town of Manchester. This
plan shows the silt fence along Buckland Street and the anti—tracking pad on
Buckland Hills Drive.
7. See response to Mr. Iazzetta's Comment #4.
8. Phasing enables the Applicant to coordinate some of the work to be done in
South Windsor with the work that will be done in Manchester. Phase II may
take place simultaneously with Phase I or may be delayed depending upon the
need for fill material.
9. Catch basin protection will be provided for the existing basins along Buckland
Road as indicated on the revised Sheet No. 2.
10. See the attached Sheet ECl for the location of the construction entrance. It is
likely that access from Buckland Road will be necessary for activities such as
tree removal and hydroseeding. We, therefore, request that access from
Buckland Road be allowed. An anti—tracking pad has been added to the plan
to accommodate this access.
86481W 1\0925VJG0714A.WP
corres.
AcUrRh
Fuss&O'Neill Inc. Consulting Engineers
aw
Ms. Marcia A. Banach
July 14, 1994
Page 3
11. See response to Mr. Iazzetta's Comment #1.
12. The proposed seed mixtures are as shown on Sheet No. 4. Seeding dates and
pounds per square foot of coverage have been added to Sheet No. 4 as
requested.
13. The proposed limits of tree clearing will be flagged in the field and may be
inspected by town staff prior to clearing. A note to this effect has been placed
on the revised Sheet No. 2.
14. Acknowledged.
Planning; Comments, dated 7/5/94
See response to Mr. Iazzetta's Comment #1.
The Applicant's plan has been designed with sensitivity considering extremely
difficult topographic conditions of the property.
If you require any further information, please do not hesitate to communicate with
me.
Sincerely,
va��- �4
Daniel W. O'Neill, P.E.
Project Civil Engineer
/bmw
c: J. Finguerra
R. Ripps
L. Rubinow
A. Lamson
86481\A 1\0925VJG0714A.WP
Corres.
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MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: June 29, 1994
RE: MANCHESTER I-84 ASSOCIATES
FILLING APLICATION 94-28P
We have reviewed the drawings dated 6-24-94 for the proposed
Manchester I-84 Associates Filling Operation and have the following
comments:
9ff
Sheet 2
1. Recommended maximum slope should be 3:1
2. Silt fence should be placed at the bottom (toe) of the work
area - drawing shows silt fence at top of the work area.
3. Erosion Control blankets should be looked at for slope
stabilization.
retaining
4. A
�zo2 � /�%PG✓ g wall is proposed along the property N/F Musumano.
a. A detail is required of the wall
b. A cross section should be shown
1' C. The Versalok wall indicated will require grading work on
5 Gfv the N/F Musumano property. None is indicated.
5. Test pits or borings are indicated, however no information is
provided.
6. For sake of clarity existing topo lines should be darker.
JCl/jsv
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: June 29 , 1994
RE: MANCHESTER I-84 ASSOCIATES
FILLING APLICATION 94-28P
We have reviewed the drawings dated 6-24-94 for the proposed
Manchester I-84 Associates Filling Operation and have the following
comments :
Sheet 2
1 . Recommended maximum slope should be 3 : 1
2 . Silt fence should be placed at the bottom (toe) of the work
area - drawing shows silt fence at top of the work area .
3 . Erosion Control blankets should be looked at for slope
stabilization.
4 . A retaining wall is proposed along the property N/F Musumano.
a . A detail is required of the wall
b. A cross section should be shown
C . The Versalok wall indicated will require grading work on
the N/F Musumano property. None is indicated.
5 . Test pits or borings are indicated, however no information is
provided.
6 . For sake of clarity existing topo lines should be darker.
JCl/jsv
1000 st"
LETTER OF TRANSMITTAL
k��0302•COI+
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074 DATE 120b Q "Ilkj2
( 203) 644-2511 ,j
TO: ��' �RECEIVE0
JUL 2 0 1994
RAVE
+1
WE ARE SENDING YOU: .
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Copies Appl. NO. Pro ect
`t` `-
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
G As 'requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS:
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Copy to: From:
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T
CLARENCE WfLTI ASSOC., INC. CLIENT PROJECT NAME
P.O. BOX 397 FUSS & OINEILL INC.
GLASTONBURY, CONN 06033 LOCATION
MANCHESTER, CT
DRILLING PROCEDURES: 1..2.,3..4.,(Select one or more) HOLE NO. Surface Elevation
1. HOLLOW STEM AUGER, Diameter
2. DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START
3. DRILLED CASING. Diameter DATL4� 4
4. ROCK CORING, Diameter $ AT FT.AFTER HOURS
bPe AT FT.AFTER HOURS pAT717
E SAMPLE STRATUM DESCRIPTION
P A REMARKS
H
T NO. BLOWS/6" DEPTH + DEPTH
PB-13 ROCK a SURFACE
PB-14 REFUSAL a 1.511 DONE WITH 11211 DIA.
STEEL ROD DRIVEN MANUALLY
PB-15 REFUSAL AT 2.51 DONE WITH 11211 DIA.
STEEL ROD DRIVEN MANUALLY
PB-16 ROCK a 6.01; REFUSAL AT 9.01 WITH 411
DIA. SOLID STEM AUGER
PB-17 ROCK @ 6.01; REFUSAL @ 12.01 WITH 41,
DIA. SOLID STEM AUGER
PB-18 ROCK @ 4.01; REFUSAL AT 7.51 WITH 411
DIA. SOLID STEM AUGER
PB-19 ROCK a 3.01; REFUSAL AT 8.01 WITH 411
DIA. SOLID STEM AUGER
PB-20 ROCK @ 3.01; REFUSAL AT 5.01 WITH 411
DIA. SOLID STEM AUGER
PB-21 ROCK @ 6.01; REFUSAL AT 11.51 WITH 411
DIA. SOLID STEM AUGER
PB-22 ROCK a 2.01; REFUSAL AT 6.01 WITH 41,
DIA. SOLID STEM AUGER
PB-23 REFUSAL a 0.51 (ROCK OUTCROP) DONE
WITH 11211 DIA. STEEL ROD DRIVEN
MANUALLY
PB-24 REFUSAL AT 4.51 DONE WITH 411 DIA.
STEEL ROD DRIVEN MANUALLY
LEGEND: Col. A FAULKNER
1401b Wt. x 30"fall on 2" O.D. Sampler Driller:
Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper:
D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft
UP=Undisturbed Piston little 10 to 20% 10-30 Med.Dense 4-8 M/Stiff Inspector:
TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30.50 Dense 8-15 Stiff 1 2
UT=Undisturbed Thinwall and 35 to 50% 50 + Very Dense 15-30 V-Stitt Sheet of
1. Unless otherwise agreed, samples will be held by Welti Associates a maximum of 60 days after boring completion.
2. Wafer readings represent driller observations — not interpretations.
f�
CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME
P.O. BOX 397 FUSS & O'NEILL INC.
GLASTONBURY, CONN 06033 LOCATION
MANCHESTER, CT
DRILLING PROCEDURES: - 1..2..3..4.,(Select one or more) HOLE NO.
Surface Elevation
1. HOLLOW STEM AUGER. Diameter
2. DRIVEN CASING, Diameter GROUND WATER OBSERVATIONS START
3. DRILLED CASING. Diameter DATL4/1/94
AT Fr.AFTER HOURS
4. ROCK CORING, Diameter h� FINIS
AT FT.AFTER HOURS CAT /1/94
D SAMPLE
EP STRATUM DESCRIPTION
T NO. BLOWS/6" DEPTH A REMARKS
H + DEPTH
PB-25 ROCK a 8.01; REFUSAL AT 12.5' WITH 4"
DIA. SOLID STEM AUGER
PB-26 ROCK a 7.01; REFUSAL AT 9.5' WITH 4"
DIA. SOLID STEM AUGER
PB-27 REFUSAL AT 4.5' DONE WITH 1/2" DIA.
STEEL ROD DRIVEN MANUALLY
LEGEND: Col. A FAULKNER
1401b Wt. x 30" fall on 2" O.D. Sampler Driller:
Sample Type Proportions Used Cohesionless Density Cohesive Consistency Helper:
D=Dry C=Cored W=Washed trace 0 to 10% 0-10 Loose 0-4 Soft
UP=Undisturbed Piston little 10 to 20% 1D-30 Med.Dense 4-8 M/Stitt Inspector:
TP=Test Pit A=Auger V=Vane Test some 20 to 35% 30-50 Dense 8.15 Stiff 2 2
UT=Undisturbed Thinwall and 35 to 5O% 50 + VeryDense 15-30 V-Stiff Sheet of
1. Unless otherwise agreed, samples will be held by Welti Associates a maximum of 60 days after boring completion.
2. Water readings represent driller observations — not interpretations.
MEMORANDUM
TO: Marcia A. Banach, Director of Pl nning
FROM: Jerry C. Iazzetta, Town Engineer
RE: MANCHESTER I-84 LANDFILLING - 9 - 8P
DATE: August 15 , 1994
We have reviewed the test pit data submitted at the Public Hearing on
this project. We still have concerns about the Versalok retaining wall
proposed. First test pit #PB-21 shows rock at 61 . This means that at
least 6 ' of wall will not be "pinned" to the rock and will require a
"tie back" mat extending into the Musumano property. Secondly, we are
concerned that this rock is highly fracturable as indicated by other work
in this area and by the test results . We have reservations that this
type of wall can be properly built at the location proposed.
JCl/jsv
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s a 1540 SULLIVAN AVENUE SOUTH DSOR, C N. 0 14
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August ]
-= AUG 2 5 1994
CA"gg coMAI
Attorney Laurence P . Rubinow
555 Main Street Ly 44
Manchester, CT 06040 ,.` -i' 9
Dear Attorney Rubinow:
Re: Appl #94-28P, Manchester I-84 Associates Limited Partnership
We are pleased to advise you that the Planning & Zoning Commission
voted on August 16 , 1994 to approve with modifications the
above-referenced application for landfilling under Section 15 of
the Zoning Regulations on property located on the easterly side of
Buckland Road, northerly of Manchester Town line, RC zone as shown
on plans prepared by Fuss & O'Neill, Inc . , Job Number 86-481A1
dated June 24 , 1994 and revised through July 14 , 1994 . This
approval is subject to the following modifications :
1 . Prior to commencement of any site work, a meeting must be held
with Town Staff .
2 . This application is subject to the conditions of approval of
the Inland Wetlands Agency/Conservation Commission, including a
bond in the amount of $5 ,000 .
3 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South Windsor .
4 . At the site plan stage, the stabilization of the slope must
match what is done by the Town/State with the Buckland Road
Widening.
5 . Property line must be staked every 100 ft. to ensure
encroachment on the property to the north does not take place.
Black and white transparent mylars of Sheet #1 and 2 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 f*or filing in the Office of the Town Clerk. After
filing these plans , a .copy of the receipt must be submitted to the
Planning Department .
Attorney Laurence P Rubinow - 2 - August 19 , 1994
Application #94-28P
Very truly yours ,
PLANNING & ZONING
COMMISSION
Marshall Montana
Secretary
MM/pm
cc. Town Engineer
Chief Building Official
IWA/CC
Assessor
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s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
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AREA CODE 860/644-2511
CERTIFIED MAIL
May 29, 1997
Jay. J. Giles
Fuss & O'Neill, Inc.
146 Hartford Road
Manchester, CT 06040
Dear Mr. Giles:
Re: Appl#97-27P, Manchester I-84 Associates
At the May 21, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved
appl#97-27P, Manchester I-84 Associates—IWA/CC permit to fill approximately 150 sq ft of manmade
wetlands to allow extension of cross-culvert and widening of road on property located on the easterly side of
Buckland Road at the Manchester Town Line, GD zone (Assessor's map #18,parcel 4 & 6) as shown on
plans prepared by Fuss & O'Neill, Inc., Job Number 96-481A1 and dated September 23, 1994. This
approval is subject to the following conditions:
1. One blueprint copy 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 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. The permit is valid for five years and shall expire on May 21, 2001. It has been IWA/CC's policy to
notify landowner(s)/applicant(s) of expiring wetland permits. However, it is the
landowner(s)/applicant(s)responsibility to track expiration dates and notify the Commission of a renewal
request at least 65 days prior to expiration.
5. All approvals required must be obtained and submitted prior to any activity on the site.
6. A contact person shall be identified on the plans.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairman
EAW/pmm
Cc: Chief Building Official
Planning &Zoning Commission
Town Engineer
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9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. Q6074 r
AREA CODE 203 44-25 e�
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August 1 , 199
AUG 9 1994
O; CER U&QJ AIL h
0* ENO
OEPT
Attorney Laurence P . Rubinow N
555 Main Street 41
Manchester, CT 06040 $ £
Dear Attorney Rubinow:
Re: Appl . #94-28P, Manchester I-84 Assoc . Ltd . Partnership
At the July 27 , 1994 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved with conditions application
#94-28P - IWA/CC permit for the filling in of the west portion of
parcel on property located easterly of Buckland Road at the
Manchester Town line, RC zone as shown on plan submitted by Fuss &
O'Neill, Job Number 86-481A1 , dated June 24 , 1994 and revised through
July 1 , 1994 . This approval is subject to the following conditions :
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 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 $5000 . to be submitted
to Planning and Zoning Commission to ensure compliance with
the Erosion and Sedimentation Control Measures .
5 . The permit is valid for five years and shall expire on July
27 , 1999 .
6 . All approvals required must be obtained and submitted prior
to any activity on the site.
7 . A contact person shall be identified directly on the plans .
8 . "Phase I/Phase II" as shown in the northerly portion of the
lot shall include construction vehicle access from Buckland
Hills Drive.
Attorney Laurence P Rubinow - 2 - August 1 , 1994
Application #94-28P
� 9 . A note shall be added to the plans to ensure no construction
vehicles will enter or exit the site off Buckland Road . The
construction entrance, as shown for Buckland Road, shall be
° deleted from the plans .
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
i
E abeth A. Warren
C airman
EAW/pmm
cc: Town Engineer
Planning & Zoning 'Commission
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<YdsoR CO AREA CODE 860/644-2511
CERTIFIED MAIL
June 12, 1997
Jay Giles
Fuss & O'Neill, Inc.
146 Hartford Road
Manchester, CT 06074
Dear Mr. Giles:
Re: Appl#97-27P, Manchester I-84 Associates, Inc.
We are pleased to advise you that the Planning&Zoning Commission voted on June 10, 1997 to approve
with modifications appl#97-27P, Earth filling as required by Section 15 of the Zoning Regulations on
property located easterly of Buckland Road at the Manchester Town Line, GD zone as shown on plans
prepared by Fuss & O'Neill, Inc., Project No. 96-481A1, Phase 4100 and dated September 23, 1994. This
approval is subject to the following modifications.
1. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission.
2. A site plan is required to be submitted prior to any building construction.
3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
Black and white transparent mylars of sheet#2 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 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 by September 27, 1997. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Very truly yours,
PLANNING&ZONING COMMISSION
9
Louise Evans, Secretary /
LE/pmm
Enclosures
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
MANCHESTER 1-84 ASSOCIATES LIMITED PARTNERSHIP
1109 ROSE LANE
VIRGINIA BEACH, VIRGINIA 23451
April 28, 1997
APR 281997
Town of South Windsor South Windsor
1540 Sullivan Avenue Planning & Zoning Commission
South Windsor, Connecticut 06074
To Whom It May Concern:
The undersigned hereby authorizes Jay J. Giles of Fuss & O'Neill, Inc. to make and pursue
applications on its behalf before the Town of South Windsor and its regulatory agencies and
commissions.
Dated this 28th day of April, 1997.
MANCHESTER I-84 ASSOCIATES LIMITED PARTNERSHIP
By John Finguerra, Its General Partner
By P�
Laurence P. Rubinow
His Attorney-in-Fact
LPR/jcs
jcs/jcs/mia97
mia-012.sw
SENT BY=Xerox Telecopier 7020 ; 4-29-97 ;11 :19AM ;KARL FLEISCHMANN, PC-TOWN OF SOUTH WINDSO;# 1
KARL FLEISCHMANN, P.C.
Attorney at Law
Capitol Place
21 Oak Street
Hartford, CT 06106.8002
Tel: (860) 278-5500
Fax: (860) 278-5503
April 29, 1997
Planning & Zoning Commission /
Town of South Windsor, CT 1
Attention: Phyllis Mann \JJ
Fax No. 644-3781
Re: Application of Manchester 1-84 Associates for
Wetlands/Earth Filling Approval
Ladies & Gentlemen:
This will evidence that the owner of record co-sponsors the
foregoing application.
THE WENDELL CORPORATION, TRUSTEE
Ay
Karl Fleischmann
President, Duly Authorized
KF:kcl
fcc: Jay Giles
643-6313
- -.._. .. ...............
,SOWN Sf4
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR.Caa�v AREA CODE 860/644-2511
April 29, 1997
CERTIFIED MAIL
Town Clerk
Town of Manchester
41 Center Street
Manchester, CT 06040
Dear Madam/Sir:
Re: Notice to Adjoining Municipalities
In accordance with Connecticut General Statutes concerning notification to municipalities regarding
Planning & Zoning Commission applications that could affect the abutting town, we hereby notify you
of application #96-27P, Manchester I-84 Associates - Earth filling as required by Section 15 of the
Zoning Regulations on property located easterly of Buckland Road at the Manchester Town Line, GD
zone.
This application is tentatively scheduled to be heard by the Planning & Zoning Commission at a public
hearing scheduled for May 20, 1997 at 7:30 p.m. in the Council Chambers of the South Windsor
Town Hall.
If you have any questions, please feel free to contact the Planning Department at 644-2511, ext. 253.
Very truly yours,
Michele R. Lipe, A P
Assistant Director o Planning
MRL/pmm