HomeMy WebLinkAboutSpecial Exception (19) TOWN OF SOUTH WINDSOR
PLANNING&ZONING COMMISSION o w N s eq
APPLICATION FORM ,,�, <
Application No: 0 0-S'L 0
Official Receipt Date:
cam :
Receipt No:
APPLICANT: East Hartford Sand & Gravel, Inc. t'•sr�k.�ty
ADDRESS: 724 Strong Road, South Windsor, CT 06074 SOUTH WINDSOR PtAIM S .PT-
OWNER OF RECORD ON LAND RECORDS: Redland Brick, Inc.
ADDRESS: 1440 John Fitch Boulevard, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: 1440 John Fitch Boulevard South Windsor CT 06074
ASSESSOR'S MAP# 97 PARCEL# 7 1 & RR
ZONE -- -
se area- in I Zone)
NAME,ADDRESS,TEL& FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTE
D:
Lewis K. Wise, Esq. , Rogin Nassau, CityPlace I, 22nd Floor, Hartford, CT 06103-3460
(Attorney for Applicant) Telephone (860) 278-7480 Facsimile (860) 278-2179
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required and Certified letter to abutters required)
❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearin R
El Subdivision g Required)
❑Minor ❑Major
❑ Resubdivision (Public Hearing Required)
❑Minor ❑ Major
❑ Conditional Approval
® Special Exception to Article 6.1.3.2 (Public Hearing, Certified letter to abutters required)
❑ Site Plan of Development
❑ General Plan of Development
❑ Earth Filling (Sec_ 15) and/or Earth Removal (Sec. 14 - Public Hearing required)
❑ Regulation Amendment: fl Zoning ❑ Subdivision (Attach proposed amendment)
Temporary and Conditional Permit for
❑ Major Home Occupation for.
❑ Other (explain in detail)
An Application Pending sign is required to be posted on the property for all applications ten (!0) days
prior to being heard by the Commission.
Signature of Applicant
Sign a of Property Owner
4
(See reverse side for additional information) amtRy
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT
PROJECT NAME e7A-57
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 supplied.
1. On each sheet for plans or maps, tide block with the following information:
a. Name, address and telephone of applicant.
b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
L c. Name of Development.
�Ul/ d. Date when drawings were made.
2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or
200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
1� b. Outline of buildings.
c. Layout of streets.
d. Surrounding property boundaries-within 500 feet
e. Names of abutting property owners.
f. Proposed open spaces and recreation areas.
g. Driveway cuts on abutting properties and any properties across from
proposed site.
`�' h. Distance to and name of nearest intersection street.
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
4. Plot Plan: A layout map of the 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
following data:
a. Distance and bearings of all boundary lines and acreage of site. Iron pins
/ required at all property angle points and shown on map.
�1 b. Proposed streets and street lines with cen
ter line station, curve data, and
parking spaces.
c. Building lines in accordance with zoning regulations.
d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened).
e. Easements, noting grantors, grantees, and purpose.
s Cc.Zpw
f. Names of abutting property owners.
g. Monuments will be indicated at comers and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
h. All open space or other common or public land uses shall be indicated.
L A-2 certification; P.E./L.S. seals and signatures.
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 existing and proposed buildings.
b. Curb Lines and pavement width, sidewalks.
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and-all existing utilities.
e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
a
f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
/ foot intervals and spot elevations.
✓ g ..Regulated wetlands and 100-year floodplain or note that none are
present.
h. Proposed storm drainage system, showing all catch basins, endwalls,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches,within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall.be shown
on this plan.
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 &T 2 Certification; P.E./L.S. seals and signatures.
Alp 6. Landscaping plan:
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
8. Traffic Report:
6A 9. Plans and Profiles: A plan and profile of the proposed streets drawn on
plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet
vertically on sheets not exceeding 24 inches by 36 inches, including ruled
margins and containing the following:
WA a. Layout of streets in sections coordinated by stations with the profile.
b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes.
c. Sight line at driveway&street intersections.
d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths and
slopes of pipes.
f. Where any storm drainage line discharges into an existing brook
sufficient profile of this brook will be shown to determine conditions.
g. CGS datum shall be used on all sites accessible to these controls. The
Town Engineer shall, based on standard engineering practices, determine
the accessibility of these controls.
h. Profiles shall show all sanitary sewer lines and manholes, including
elevations, inverts, top of frame, sizes, lengths, and slopes of pipes. Top
of foundation elevations for building shall be shown.
10. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
11. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
P. Po A o
PLAN PREPARE (P.E./LS.) DATL `
June 23, 1998
DESIGN PROFESSIONALS, INC.
civil engineers •planners . surveyors • gis
Transmitted via certified mail
Dear Current Abutting Property Owner October 16, 2000
Re: East Hartford Sand&Gravel DPI Project No. 86-119
1440 John Fitch Boulevard
South Windsor, Connecticut
In accordance with regulations of the Planning &Zoning Commission, we are
required to notify you that an application has been filed on the property abutting yours and
is subject to a meeting by the Planning&Zoning Commission. The application and plans
are on file with the South Windsor Planning Department in the Town Hall.
As an abutting property owner you are invited to the meeting to ask questions and/
or give comments,however, you are not required to attend. You may also submit written
comments regarding the applications prior to the meeting if you so desire. For further
information regarding the specific date this application will be heard,please contact
Debbie Wark, Recording Secretary or Michele Lipe, Deputy Planning Director at the
South Windsor Planning Department at 644-2511, ext. 253 or 252,respectively.
Thank you.
Sincerely,
DESIGN P FESSIONALS, INC.
By:
Peter R. eMallie
Principal
cc: Art Silvestri
Lewis Wise, Esq.
165 South Satellite Road, South Windsor, Connecticut 06074
Tel: (860) 291-8755 •Fax: (860) 291-8757
DESIGN PROFESSIONALS, INC.
civil engineers .planners . surveyors . gis
October 16, 2000
Abutters List
East Hartford Sand and Gravel, South Windsor, CT.
1) Bellody, John L. &Nila B. 1340 John Fitch Blvd., South Windsor, CT 06074
2) Pola, Ann S. 290 Strong Road, East Windsor Hill, CT 06028
3) Jackson, Tony R. 306 Strong Road, South Windsor, CT 06074
4) Terazzi, Henrietta 310 Strong Road, South Windsor, CT 06074
5) Harris, Lionel& Crystal L. 318 Strong Road, South Windsor, CT 06074
6) Kadish, Jeffery G. 334 Strong Road, South Windsor, CT 06074
7) Burnham, Robert G. 630 Strong Road, South Windsor, CT 06074
8) Bouchard, Wayne F. &Ruthann S. 360 Strong Road, South Windsor, CT 06074
9) Plourde, Guy N. 90 Bayberry Trail, South Windsor, CT 06074
10) REH Associates 388 Strong Road, South Windsor, CT 06074
11) Giansiracusa, Rhonda F.P. 404 Strong Road, South Windsor, CT 06074
12) Kehoe, Charles Jr. 412 Strong Road, South Windsor, CT 06074
13) Poulin, James T. &Wylie, Lisa A. 432 Strong Road, South Windsor, CT 06074
14) Green Acres Realty Inc. 1137 Main St., East Hartford, CT 06118
15) Tomel, Lynda 434 Strong Road, South Windsor, Ct 06074
16) Silvestri, Enet Y. 1881 Main Street, East Hartford, CT 06118
17) Petrone, William V. 630 Strong Road, South Windsor, CT 06074
18) County Distributors, Inc. P.O. Box 53, South Windsor, CT 06074
19) McGrath, Martin F.,Jr. 32 Linndard Road, West Hartford, CT 06107
20) Bellody, John L. &Nila B. P.O. Box 185, South Windsor, CT 06074
21) New England Bank&Trust Co. 1390 John Fitch Blvd., South Windsor, CT 06074
22) Shetensky, Helen Etal 50 Richard Road, East Hartford, CT 06108
23) Chuchro, Dorothy I I I West Road, South Windsor, CT 06074
24)- Sperry Wood Limited Partnership 777 Prospect Ave. West Hartford, CT 06105
165 South Satellite Road, South Windsor, Connecticut 06074
Tel: (860) 291-8755 • Fax: (860) 291-8757
MEMORANDUM
To: Marcia A. Banach, Director of Planning
From: Jerry C. Iazzetta, P.E., Town Engineer oz
Date: October 20, 2000
Re: EAST HARTFORD SAND & GRAVEL 0051-P
We have reviewed the drawings for the proposed East Hartford Sand &Gravel
application and have the following comments:
1. The easement area should be located from a known property corner.
2. The access to the easement area should be shown on sheet 2 such that it could be
identified as an access to and from the area.
3. Topography should be to a T-2 standard of accuracy.
JCl/jsv
s
East Hartford Sand & Gravel PH 11/21/00
1. The applicant is applying for a Special Exception to Section 6.1.3.2 for
approval for the storage and sales of landscaping and building materials, on
property located at 1490 John Fitch Boulevard (the Redland Brick site), I zone.
East Hartford Sand and Gravel leases land from Redland Brick for this
operation.
2. Th Commission may recall with the most recent approval of the Sand and
Gravel operation, staff were concerned that the nature of the operation had been
changing and various building materials are being stockpiled on site and sold.
This operation goes beyond the excavations permitted under the Sand and
Gravel removal section of the zoning regulations and it was suggested that the
applicant request a special exception approval and move that portion of the
operation into the Industrial zone.
3. Special Exception criteria include:
• The goals and objectives of the Plan of Development are met
• Adverse traffic impacts are not created;
• Negative impacts on property values are not created;
• The land is physically suited for the proposed use;' _
• Adverse environmental impacts are not created;
• There is a balance between neighborhood acceptance n g p ce and community needs,
• Present and proposed utilities, streets, drainage systems, and other
improvements have adequate capacity to accommodate the proposed use;
• Historic factors are adequately protected; and
• The overall physical appearance of the proposed development is compatible
with surrounding development and the Commission's goals for the
neighborhood/corridor.
4. Access to the site will continue to be from Route 5, via Brickyard Road, as it
has been in the past.
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/VY-
5. There are regulated wetlands on the site, however there is no new activity
proposed within the wetlands or upland review area with this application.
If approved, the Planning Department has no other requested approval
modifications.
�'t
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R•co AREA CODE 860 /644-2511
December 11, 2000
Lewis K. Wise, Esquire
Rogin Nassau
CityPlace, 22"a Floor
Hartford, CT 06103-3460
CERTIFIED MAIL
Dear Attorney Wise:
Re: Appl#00-51P, East Hartford Sand& Gravel Site Plan
We are pleased to advise you that the Planning&Zoning Commission voted on November 28, 2000, to approve
with modifications the above referenced application for a Site Plan of Development and your request for a
Special Exception to Article 6.1.3.2 to allow the sales of unprocured mining materials at the site at 1440 John
Fitch Boulevard as shown on plans prepared by Design Professionals,Inc.,Project No. 86-1199, dated
11/16/00, as revised.
This approval is subject to the following modifications:
1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office.
2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning
Regulations.
3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
4. Engineering comments of 10/20/00 must be addressed.
5. The four corners of the lease area must be delineated in the field.
6. This approval is for: sand, gravel, soil and other unprocessed materials mined from the earth. These
materials must be mined on site.
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 letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission
must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The
attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception
will take effect upon filing.
Very truly yours,
is
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dlf
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Attachment
I, Walter J. Mealy, Chairman of the South Windsor Planning&Zoning Commission, hereby certify that on
November 28, 2000,the Planning and Zoning Commission granted to East Hartford Sand& Gravel a Special
Exception to Article 6.1.2.1 of the Zoning Regulations to allow sales of unprocured materials mined at the site
at 1440 John Fitch Boulevard as shown on plans prepared by Design Professionals, Inc., Project No. 86-1199,
dated I l/16/00 a revised.
Assessor's Map and Parcel Number: Map #97 Parcel#7
More particularly bounded and described as follows: See attached
OWNER OF RECORD: Redland Brick Inc.
Dated at South Windsor, Connecticut this 21st day of December, 2000.
In accordance with CGS Section 8-3d
Walter J. Mealy, hairman
Planning&Zoning Commission
Received for record this day of , 19_, at
South Windsor, Connecticut ATTEST:
�towe sf,tSOU& "W&U;aot
u
6 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�C��psoR.Co �4 AREA CODE 860/644-2511
December 21, 2000
Lewis K. Wise, Esquire
Rogin Nassau
City Place, 22Id Floor
Hartford, CT 06103-3460
Dear Attorney Wise:
Re: Appl #00-51 P, East Hartford Sand & Gravel Site Plan
The attached Special Exception form must be completed and filed in the Town
Clerk's office. The special exception will take effect upon filing.
If you have any questions, please call the Planning Department.
Sincerely,
Walter J. Mealy, Chairman/
Planning and Zoning Commission
Attachment
WJM/dlf
" VOL. 911 PAGE 2 4l) P00_ R COPY
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SECRETARY WHE SlAT6
30 TRINITY STREET
f1ARTFORD.CT 06101%
1.Name at Corporation(Please antler mate wdhin foes)
t Y' r-F BRICK. INC.
L The Cr•titiC,7te of IndorporaLroet is:(Chetlt rme)
G,r~at `
A. Amended only,Ptrsuant to Cam.Gan.MILL§33-3SM
8. Amended only.m carted and odmd Stlatesisrale tee ttm of stlares to be tw=.%C.the tit,me
Series.it any,and the par value.P.A.90-IU74
] C. Restated only.puivMd to Cohn.Gee Stet.§33.362(4).
D. Amended and restated pursuant m Ceml.GKL SM 5A"-7fH(c).
] E. Restated and stperseded pursuant to Cora Gen.SML§33.=(a).
Set le h here the resoluCrn of amen:ate:R andlcr teazmr ero.Use an S I/2 X 11>a.&vcI snp^_t ft me:a
spa a is needed. Conn.Gen.Ste`§1.9.
The Charter of the. Corporation, as filed with the-Secretery of Starr-
[or Ca
n..^.eccicut on January-35;1977,i'3-h°reby amended as follows: a-
Paragraph comber one-of the Charter is.lieroby
oo,ndel in yt"s un Eirery to read as.iollows:
�,Ti'.fr r�eu• of theCorporation is:
REMAND aRICR INC. 7
;8 2A er 28 is C:e••Oed;a p S 8 8 to cmclete th's trlMpte.7f 2C or 20 is ihedpat,eorl0ttete 3A to 38. If
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a necked,eleck 4.R true.and go to S d 910 COMPI"this CaMfi=te.)
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Volume 226 Page N2 251 -
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1YARRANTEE DEED Na 114 to Pt q••.•f•nJ 4•qd 81,nJ,Ani<q Iwp
• aj s�
To all People to whom these Presents shall come, Greeting.
KNOW YE, THAT SUSQUEHANfIA BRICK PRODUCTS, I11C., a Connecticut
corporation with its offices in the Town of South Windsor, County of
Hartford and State of Connecticut (hereinafter called "Grantor")
" for the consideration of Ten Dollars ($10.00). and gther valuable considera-
tions
i
Y
received to its full satisfaction of K-F BRICK COMPANY, INC., a Connecticut
corporation with its offices in the Town of South Windsor, County of
Hartford and State of Connecticut (hereinafter called "Grantee")
does give,grant,bargain,sell and confirm unto the said K F Brick Company, Inc„ )
its Successors two (2)
�, cessors and assigns forever, xxs (3 certain pieces or parcels
of land situated in the Towns of South Windsor and Suffield, County of I
--- �� Hartford and State of Connecticut and being more particularly bounded
and described on Schedule A attached hereto and made a part hereof. a
•S 454.34 Conveyance Tax recelvea i
Sown�ClerXof South Windsor
arc
i v'
Y :y
Volume 22.6 Page N2 252
�j To Have and to Hold the above granted and bargained premises, with the appurtenances
' thereof,unto it, the said grantee , its 3xim successors,and assigns forever,to it
and their own proper use and behoof. And also, it, the �tnd grantor nsoes for
itself , its txtts �eit�c9l�,xQWtSAAFbEtttttsffiitSass
uccessors/covenant w9ith the said
i grantee its xbvbqcsuccewors,and assigns,that at and until the ensealing of these presents,
i it is well seized of the premises,as a good indefeasible estate in Fee Simple;and has
good right to bargain and sell the same in manner and form as is above written and that the same
e ✓' ' is free from all incumbrances whatsoever,except as hereinbefore mentioned.
p
An c r� �L'Sio tSit,st A� d grantor does by these presents bind itself and
its ht*rforever to YVarrant and Defend the above granted and bargained premises to it,
�! the said grantee , its 1Srf3;successors,and assigns,against all claims and demands what.
I is
1 soever, except as hereinbefore mentioned.
i'
); In Witness Whereof, SUSQUEHANNA BRICK PRODUCTS, INC.
t � '
caused to be
has hereunto beet its hand this 8th day of July 19 7' ••'•�'�."
Sir el'rered in th presence SUSQUEHANNA BRICK
PROD[}COi.��tI�'�'l�0`
1
'
By
4 �
I Its Chairman
.......................................................... ............
..........
i� ............................................................................ ............................................................................ ,
_ ;
STATE OF CONNECTICUT, l M
19
t COUNTY OF
t
Personally Appeared
Signer(s) of the foregoing Instrument,and acknowledged the same to be {
free act and deed,before me.
...........................................................................................................................
N"y puuk/!,of Prau/Ce..Mijfi r NS.'wior CG.ri
STATE OF CONNECTICUT, July 8, 19 77
COUNTY OF HARTFORD
i; Personally Appeared R. A. Christopher ' Chairman of
SUSQUEN.ANNA BRICK PRODUCTS,,as aforesaid, Signer of the foregoing Instrument; and
acknowledged the same to be his free act and deed as such
and the free act and deed of said poration'jSti+�fti?SOS}ififf `afore ma
a
Grantees'Address: .. A^.....................
I: Route $, East Windsor Hill owI Co.. .w.rrofS.prri-C-1
...................................................................................
South Windsor, Connecticut
I: ....................................................................................
�' • ti INC., a corporation,
i. -
��.a...... ..z ,x.,.....«� ...-- .m.�.. ....,. --'--
252 Volame 226 Page N2 253
SCHEDULE A
F
with the appurtenances FIRST PIECE: (South Windsor) A certain piece or parcel of land
d assigns forever,to it situates on the northerly side of Strong Road in the Town of z
South Windsor, County of Hartford, State of Connecticut with the
'd grantor does for buildings and improvements thereon shown as "Area = 180.36 Acres' j
/covdenant wiith the said r-,J , on a map entitled "Property of K-F Brick Company Inc. East of
U.S. Route No. 5 South Windsor, Connecticut Scale: 1 inch - 100
sealing of these presents, I feet April, 1977 Petersen & Hoffman Land Surveyors successors to
Fee Simpte;and has Spencer & Washburn, Inc." and being more particularly bounded {
and described as follows:
ritten and that the same
ned. Beginning at a point on the northerly side of Strong Road # .
which point marks the southwesterly corner of land now or formerly
of Gary A. & Deborah J. Bohner and a southeasterly corner of the
sbind itself and herein described premises; thence North 69. 45' 20" W along the
rgained premises to it, I northerly line of Strong Road sixty-five and four one hundredths }
(65.04) feet to a town merestone; thence North 721 16' 30" W
ims and demands what- l along the northerly line of Strong Road eighty-five and no one
E II hundredths (85.00) feet to a point marking the southeasterly
F corner of land now or formerly of Fernando &Maria L. Rodrigues,
thence North 17. 43' 30" E along said land now or formerly of
1:Fernando & Maria L. Rodrigues one hundred fifty and no one
111hundredths (150.00) feet to a point; thence North 720 16' 30" W
+ along said land now or formerly of Fernando & Maria L. Rodrigues, ;
land now or formerly of Richard K. Lublin, land now or formerly
lY 19
CK PROD? gTS� ,• of Ann S. Pola, land now or formerly of Guy N. Plourde, land now I _ _
or formerly of Henry Stanley J. Domain, land now or formerly
,.•I. �'o , Y Y Y
�� of Raymond W. & Elaine P. Zagorski and land now or formerly of
4; (George A. & Evelyn Kadish, in part by each nine hundred seventy-
..
i. two and six one hundredths (972.06) feet to a point; thence
< •= << (North 520 57' 00" W along said land now or formerly of George '
A. ,� ��J ti A. & Evelyn Kadish, land now or formerly of Louis J. & Barbara
.........................r;........• IM. Pola, land now or formerly of Joseph Q. Terazzi, et al. and
pip �' land now or formerly of Loretta Torazzi, in part by each three
(hundred seventy-eight and forty-seven one hundredths (378.47)
......................................... I Peet to a merestone; thence North 370 03' 00" E along land now or
11formerly of Ann S. Pola one hundred and no one hundredths (100.00) !
feet to a point; thence North 48. 16' 03" W along said land now
""•"""'•19'••••'••••••••••'••••• I i or formerly of Ann S. Pola two hundred fifty-eight and seventy
one hundredths (258.70) feet to an iron pin;- thence North
120. 19' 00" E along land now or formerly of John Bellody one I
hundred seventy-three and eleven one hundredths (173.11) feet to l
Ila railroad spike; thence North 46. 371• 00" E along said land now
hjor formerly of John Bellody and land now or formerly of Arne H.
Dalene„ in part by each four- hundred nine and thirty-two one
hundredths (409.32) feet to an iron pin; thence North 20. 34, 40"
......................................
i!W one hundred ten and eighty one hundredths (110.80) feet to an
irwtrtior�r,JSrpniorCowl iron pin; thence North 290 37' 00" E one hundred eight and twenty- I
( nine one hundredths (108.29) feet to a railroad spike; thence
North 60. 23' 00" W one. hundred eighty-five and no one hundredths
y 8, 19 77. I (185.00) feet to a railroad spike set in the easterly line of land
now or formerly of Penn Central Transportation Co., the last
of '(three courses being along'said land now or formerly of Arne H.
n j Dalene; thence North 29. 37' 00" E along said land now or formerly
ing Instrument; and j of Penn Central• Transportation Co. one thousand four hundred � t
ch ! sixty-one and twenty-six one hundredths (1461.26) feet to an
ftL4►SNit9f before me. �!iron pin; thence South 53• 41' 34" E along land now or formerly
of Martin McGrath, et al. and land now or formerly of Sperry
Wood Corporation, in part by each one thousand nine hundred i
"""""""""""' seventy-seven and seventy-eight one hundredths (1977.78) feet
niw .ions.of Srp,nor Cor.1
II
now
`Y Vol=e 226 Page N2 254
`87 '
to a merestone; thence South 55' 38' 33' E two hundred eighty-one
i' !(and seventy-three one hundredths (281.73) feet to a merestone;
:'thence South 52' 33' 26" E one hundred sixty-six and twelve one
st " ' hundredths (166.12) feet to an iron pin; thence North 39' 25' 55"
P ! E one hundred eighty-five and seventeen one hundredths (185.17)
feet to a merestone; thence North 36' 36' 09" E two hundred
ninety-three and seventeen one hundredths (293,17) feet to a
merestone; thence North 36' 11' 24" E three hundred eighty-
three and sixty-one one hundredths (383.61) feet to a merestone,
the last five courses being along said land now or formerly of
;Sperry wood Corporation; t: ,nce South 52' 59' 10' E along said
jiland now or formerly of Sperry Wood Corporation and along land
Know or formerly of owners unknown but believed to be Aleksander
� Goldszmidt, in part by each two thousand six hundred eighty-
eight and fifty one hundredths (2688.50) feet to an iron pin;
Ilthence South 36' 59' 34" W along land now or formerly of Helen
Shetensky, at al. and land now or formerly of Anthony Zagorski,
act al., in part by each seven hundred ninety and fifteen one
JJ hundredths (790.15) feet to a merestone; thence South 37' 06' 31"
IW along said land now or formerly of AnthonyZa orski, et al.
three hundred sixteen and six one hundredths (316.06) feet to
.,a merestone; thence North 53' 22' 07" W three hundred forty-one
;and fifty one hundredths (341.50) feet to a merestone; thence
; North 53' 23' 52" W four hundred seventy-one and seventy-two
one hundredths (471.72) feet to a merestone; thence North
I ; j53' 20' 00" W one thousand and seventy-two one hundredths (1000.72
fm feet to a merestone; thence North 53' 21' 46" W eight hundred
+ ,- seventy-seven and sixty-three one hundredths (877.63) feet to
`T Jill, � + j a merestone; thence North 52' 54' 05" W two hundred forty-six and
,fifteen one hundredths (246.15) feet to a merestone; thence
South 32' 23' 00" W three hundred ninety-four and forty-five
done hundredths (394.45) feet to a merestone; thence South
j54' 06' 50" E seven hundred eleven and seventy-five one hun-
„ ;�dredths (711.75) feet to an iron pin; thence South 35' 30' 25'
5� �jW four hundred thirty-seven and thirty-five one hundredths
� (437.35) feet to an iron pin; thence South 53' 34' 40" E four
hundred fifty-eight and thirty-Four one hundredths (458.34)
Meet to an iron pin, the last nine courses being along land
'II now or formerly of Sperry Wood Corporation; thence South 49'
151' 00" W along land now or formerly of John Mitchell, et al.
,lone hundred eighty-five and four one hundredths `(185.04) feet
i,to an iron pin; thence North 53' 38' 10" W along land now or
( formerly of Frederick Tomel nine hundred twelve and four one
j hundredths (912.04) feet to a merestone; thence North 54' 05'
# I10" W four hundred and eighty one hundredths (400.80) feet
' to a merestone; thence South 34. 31' 05" W three hundred fifty-
seven and ninety-five one hundredths (357.95) feet to a mere-
i ! I stoner thence South 55' 27' 10" E one hundred sixty-four and
sixty-two one hundredths (164.62) feet to an iron pin, the
last three courses being along land now or formerly of Benedict
A. s Eleanor A. Yonika; thence South 38' 07' 05' W along said
• land now or formerly of Gary A. s Deborah J. Bohner four hundred
seventy-three and thirty-four (473.34) feet to the point or
place of beginning.
Together with certain rights of way set forth in a deed
1 jfrom Walter G. Rice at al. to General Cigar Company dated March 31:
1947 and recorded in Volume 37, Page 521 of said Land Records,
t -2-
l
Volume 226 Page N° - 255
254
i
which right-of-way is more specifically described in a letter
hundred eighty-one jI dated August 16, 1942 and recorded in Volume 39, Page 576 of
to a merestone; II said Land Records.
ix and twelve one
e North 39" 25' 55" Said First Piece is subject only to the following encum- '
ndredths (185.17) �j V brances:
?
two hundred.17) feet to a 1. An easement from The Pleasant Valley Brick Co. to
dred eighty- Connecticut Light i Power Company for a transmission line dated
t to a merestone, February 25, 1936 and recorded in Volume 32, Page 628 of the
or formerly of South Windsor Land Records.
0" E along said
and along land 2. An easement from The Pleasant Valley Brick Company to
to be Aleksander Connecticut Light i Power Company dated June 15, 1945 and
ndred eighty- recorded in Volume 40, Page 424 of said Land Records.
o an iron pin;
rmerly of Helen 3. A reservation of certain rights of way "for ingress I
thony Zagorski, and egress along roadways established or to be established encir-
d fifteen one is cling the premises on the west, north and east sides" as des-
South 37" 06' 31" cribed in a deed from Pola Brick Co., Inc. to Henry E. Pola at al.!
gorski, at al, dated December 18, 1951 and recorded in Volume 42, Page 403 of
16.06) feet to said Land Records.
undred forty-one
estone; thence f 4. A pole line easement with the right to trim over-hanging
d seventy-two trees from George J. Pola et al. to Southern New England Telephone
ence North Company dated November 15, 1956 and recorded in Volume 56, Page
hundredths (1000.72j 1218 of said Land Records.
eight hundred
77.63) feet to 5. A gas line easement in favor of The Connecticut Light
red forty-six and 6 Power Company set forth in an instrument dated September 22,
one; thence i 1959 and recorded in Volume 74, Page 135 of said Land Records. i
d forty-five
nce South 6. A pole line easement in favor of The Connecticut Light {
ive one hun- I L Power Company dated June 15, 1945 and recorded in Volume 40, i
th 35. 30' 25" II Page 422 of said Land Records. r
hundredths I `i
4' 40" E four '1 7. A pole line easement in favor of The Connecticut Light
hs (458.34) I �� 6 Power Company dated June 15, 1945 and recorded in Volume 40,
along land Page 424 of said Land Reoords.
cc South 49" i
shell, at al. 8. A special sewer lien, Town of South Windsor, dated I..
(185.04) feet April 6, 1971 and recorded in Volume 136, Page 79 of said Land
land now or Records.
and four one
North 54" 05' I 9. A caveat in favor of Water Bureau of The Metropolitan { i
0.80) feet District dated August 14, 1973 and recorded in Volume 169, Page
hundred fifty- 1310 of said Land Records..
t to a mere-
ty-four and
pin, the
ly of Benedict
w along said
er four hundred
e point or
h in a deed -3-
ny dated March 31„I
Land Records,
1
• i
i
Vole 226 Page N° 256
! SECOND PIECE: (Suffield) A certain piece or parcel of land
+ situated on the easterly side oA East Street (Route 5A) in the
( Town of Suffield, County of Hartford, State of Connecticut, with
the buildings and improvements thereon shown as "61.97 acres" on
i a map entitled "Property Surveyed for the Kelsey-Ferguson Brick
; Company East Street Suffield Connecticut Scale: 1 Inch - 80 Feet
roctober, 1964, additions Nov, 1964 revised March, 1977 Petersen
'_ L^ i; & Hoffman, Eng`rs, successors to Spencer i Washburn, Inc." and
"being more particularly bounded and described as follows:
Beginning at a point in the east highway line of East
IStreet
marking the northwest corner of land now or formerly
�Iof Benedict J. Buvarsky and a southwest corner of the here
-
Ijin described premises, said point of beginning being one
Ilhundred ninety-nine and seventy-seven one hundredths (199.77)
I ! i! feet north of a merestone, thence north along the said
!,east highway line of East Street a distance of five hundred
Ileighty-four and twenty-four one-hundredths (584.24) feet to a
C.H.D. merestone; thence turning an interior angle of 175. 09'
I� 00', and continuing north along said east highway line of
I East Street, a distance of three hundred forty and six one-
hundredths (340.06) feet to a C.H.D. merestone; thence turning
Ijan interior angle of 181. 56' 15", and continuing north along
;! said east highway line of East Street, a distance of two
hundred thirty-four and sixty-seven one-hundredths (234.67) feet
!'. to a C.H.D. merestone; thence turning an interior angle of 1850
' �146' 40", and continuing north along said east highway line of
I IjEast Street, a distance of two hundred sixty-five and six one-
hundredths (265.06) feet to an iron pipe marking the southwest
'il ! 11corner of land formerly of Allen P. Phillips, now or formerly
; of Waiter L. MacGregor et al, and a northwest corner of the
; herein described premises. Said iron pipe is also one hundred
iy i twenty-five and no one-hundredths (125.00) feet south of a C.H.D. '
;; merestone; thence turning an interior angle of 87. 21' 00", and
running east along said land now or formerly of Walter L.
� 4 )�{ MacGregor et al., a distance of two hundred and twenty one-
^,E hundredths (200.20) feet to an iron pipe marking the southeast
;( corner of said land now or formerly of Walter L. MacGregor et al.i
( thence turning an interior angle of 272• 39' 00', and running
( north along said land now or formerly of Walter L. MacGregor et
'� t lal., a distance of one hundred twenty-five and no one hundredths
i I (125.00) feet to an iron pipe sat in the south line of land now or r
formerly of Herbert E. Russell et al.; thence turning an interior
angle of 87. 32' 40', and running east along said land now or
formerly of Herbert E. Russell et al.; a distance of six hundred
twelve and twenty-eight one-hundredths (612.28) feet to a con
Crete post; thence turning an interior angle of 180. 04' 35",
I and continuing east along said land now or formerly of Herbert E.
Russell et al., and passing through a steel pin near the edge of
the Canal owned by The Windsor Locks Canal Company, a total
distance of seven hundred ninety-six and eighty-three one-
hundredths (796.83) feet to the edge of said Canal; thence running
�lsouth along the edge of said Canal, a distance of about one
- , thousand seventy-two (1,072) feet, more or less, to a point in
the north line of other land now or formerly of said The Windsor
i
e !
-4-
i
- - _ Volume 226 Page N2. 257 -
Locks Canal Company; thence running west along said other land
now or formerly of The Windsor Locks Canal Company, a distance i .
of three hundred forty-two and seventy-nine one-hundredths i
(342.79) feet to a merestone marking the northwest corner of said
other land now or formerly of The Windsor Locks Canal Company;
h 7 thence turning an interior angle of 274" 54' 00", and running
south along said other land now or formerly of The Windsor Locks.
four hundred eighty and forty-eight
Canal Company, a distance of
one-hundredths (480.48) feet to a merestone; thence continuing
land south along the same straight line, a distance of three hundred ,
in the ninety-two and forty-nine one-hundredths (392.49) feet to a I
t merestone marking the southwest corner of said other land now or
cut, with i
I formerly of The Windsor Locks Canal Company; thence turning an
acres" on interior angle of 91. 28' 00" and running west along land now or
on Brick formerly of Stanley and Veronica Sadowski, a distance of one )
80 Feet thousand sixty-three and fifty-one one-hundredths (1,063.51)
Petersen feet to an iron pin marking the southeasterly corner of said land i
c." and now or formerly of Benedict J. Buvarsky; thence turning an interior
S: angle of 93. 10' 00" and running north along said land now or form
ast erly of Benedict J. Buvarsky, a distance of two hundred fifty and
erly no one-hundredths (250.00) feet to an iron pin; thence turning an
I interior angle of 266" 50' 00" and running westerly along said land
ere-
e now or formerly of Benedict J. Buvarsky a distance of two hundred
twenty-six and no one hundredths (226.00) feet to an iron pin in
the east highway line of East Street marking the point or place of
99.77)
red (' beginning, the interior angle at the place of beginning being
t to a 93" 10' 00". Said premises are bounded as follows:
750 09' 1 NORTH: on land now or formerly of Walter L.
f MacGregor et al and land now or formerly of
ne-
Herbert E. Russell et al, partly on each;
urning
along �T: on land now or formerly of The Windsor Locks
Canal Company; j
67) feet
of 185"
ne of SOUTH: on land now or formerly of The Windsor Locks
x one- ( Canal Company, on land now or formerly of
west Stanley and Veronica Sadowski and -on land
th now or formerly of Benedict J. Buvarsky,
ewes
the partly on each; and ` ?
undyed
a C.H.D. WEST: on land now or formerly of Benedict J.
0", and Buvarsky, East Street a/k/a Route 5A, and
on land now or formerly of Walter L.
'e- I MacGregor et al, partly on each.
beast i
r et al.;!
ning
goy et ! Together with an agreement granting mining rights to K-F
dredths I Brick Company, Inc. by Herbert E. Russell as set forth in an
instrument dated August 8, 1974 and recorded i: `:cln...e 139,
nd now or.' `
interior II Page 353 of the Suffield Land Records.
w or
hundred f Said Second Piece is subject only to the following encum-
con- brances: I.
35%
rbert E.
1. A sewer caveat in favor of the Town of Suffield Sewer
edge of edge
Commission dated July 29, 1966 and recorded in Volume 114,al
I
Paae 535 of said Land Records.
e running - 2. A drainage easement in favor of the Town of Suffield
ne dated July 27, 1972 and recorded in Volume 130, Page 475 of said .
t in Land. Records.
indsor 1
1 3. A lease in favor of Consolidated Cigar Corporation dated*
Lay 19, 1977 and recorded in Volume 148, Page 25 of said Land i
Records. !;
/1 Both of the foregoing Pieces of land are also subject to the
I following encumbrances:
1. Any and all provisions of any ordinance, municipal i
regulation or public or private law.
2. Taxes on the List of October 1, 1976. f
Received For Record
July 13, 1977 at 12:16 pm
Charles N. Enes, Town Clerk 1.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT East Hartford Sand and Gravel APPL. #00-51P
ENGINEER/ARCHITECT Design Professionals PROJ.#
Submit mylars of sheets:
1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office.
2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the
Zoning Regulations.
3. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
4. Engineering comments of 10120100 must be addressed.
5. The four corners of the lease area must be delineated in the field.
6. This approval is for: c ,