HomeMy WebLinkAbout88-35P Petersens Hardware Site Plan • TOWN OF S ''SOUTH WINDSOR, CONNECTICU '
PLANNING AND ZONING COMMISSION
APPLICATION FORM
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IMPORTANT! �,;�i� < A!i s•_::�►
e Rece 'ved:tA, ,
Plannin and Engineering
F � ns��if '�CT11S 0�
on or Public Hearing B y: g g > •
Q require 14 days to determine application
so 4 Red t NO. completeness. To ensure receipt of a
complete application by PZC, it is strongly
recommended that the application be submitted
14 days prior to the Regular Meeting at which
it will be received.
APPLICANT: VC U)N FU&Y
ADDRESS
: Z 3 a Q S , t TELEPHONE: Gq' 13
OWNER OF RECORD ON LAND RECORDS: Sam Q
ADDRESS: Fyn e.
n
COMP
LETE LOCATION OF PROPERTY: /fJ/ J'yII/��� ' t° 4;eqe,
Z ONE
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
TELEPHONE:
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)
5. Special Exception to Article (public hearing required)
-
6. Site Plan of Development
�7. Earth Filling (Section 10) and/or Earth Removal (Section 9)
(public hearing required)
8. General Plan of Development
Subdivision
9 . Regulation Amendment: Zoning
10 . Other (explain in detail)
THIS APPLICATION MUST BE .SIGNED BY THE APPLICANT AND OWNER OFu THE
icPROPERTY
AND SUng
IN TRIPLICAT WITH SIX SETS 02ZS (7 1 P
is req Bed) AND OTH MENTS (see page
Ow rfe r
Applicant
1/14/87 (see reverse side)
TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
This application is complete and ready for Planning & Zoning Commission
receipt only upon submission of all required documentation, including,
but not necessarily limited to, the following items. Not all rtems are
required with every application. See applicable sections of the South
Windsor zoning and subdivision regulations for specific requirements.
APPLICATION CHECKLIST
1. Key Map
2. Architectural Elevations/Floor Plans
3.. Completed application form (in triplicate)
4 . Required fees
S. Zone Change, Site Plan, Subdivision, Open Space Improve-
ment, and/or General Plan of Development maps , in accorda ce
with regulations. (Six sets - seven if public hearing re uired)
6. Plans & Profiles/Drainage Calculations
7. Conservation Plan
8. Landscaping Plan
,ri 9 . Traffic Engineering Report
10. Narrative Statement
11. Sanitary Report
/V/IA 12. Copy of agreement to purchase land (if not the owner)
other
ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING
DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY
APPLICATION TO THE COMMISSION.
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE.
1/14/87
CHECKLIST
REQUIRED INFORMATION
SITE PLANS
A PP. 1988
South V'indSOr
P l j
a7
infAc i ffi JommjSSjWThis checklist must be signed by Plan preparer (P. E. /L . S .
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 supplies .
1 . On each sheet for plans or maps , title block with the
following information :
a. Name , address and PP
telephone of applicant .
P
b . Name , address and telephone number of Land Surveyor
or Professional Engineer .
c . Name of Development .
d . Date when drawings were made.
2 . Key Map : An overall map drawn to a scale of 1 inch
equals 200 feet , which can be used as an overlay on
Metropolitan District Maps . This map will show the
overall design of the Development and surrounding
property within 500 feet .
a. Data block which gives needed zoning information
g g
such as percentage of lot coverage, acreage of
tract , number of apartment units , parking
requirements , etc .
b . Layout of buildings
C. Layout of streets and parking .
1/ d . Lines indicating proposed drainage system with
direction arrows.
e. Lines indicating sanitary sewer system with
direction arrows .
f . Names of surrounding property owners .
g . Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
3. Architectural Elevations : Plans of the proposed
buildings drawn to a scale of 1/8" = 1 ' - 0" showing
the elevations of all sides of the proposed buildings
in sufficient detail to show architectural styling .
Architect ' s seal on elevations for buildings in excess
of 5000 square feet ( per CGS Chapter 390) .
Page 2 (Site Plans)
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.
b . Proposed streets and street lines with center line
stations , curve data , and parking spaces .
c . Building lines in accordance with zoning
r•e,gulations.
d. Proposed buildings and other structures , including
signs , outside lighting , and dumpsters (on concrete
pad and screened)
e. Easements , noting grantors , grantees , and purpose.
f . Names of abutting property owners .
g . Monuments will be indicated at corners and angles
of all streets and at all points of curvature and
tangency . In areas accessible to Metropolitan
District Commission points , or other coordinated
points , the monumented points within proposed site
shall be coordinated . These coordinates shall
appear in tabular form on the plot plan . The
accessibility of these MDC points shall be
determined by the Town Engineer .
h. All open space or other common or public land uses
shall be indicated .
i . A-2 certification ; P . E. /L. S . Seal .
S . 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 gas main systems .
e. Present wooded area indicated by foliage lines .
Any individual trees to be saved should be shown.
Page 3 (Site Plans)
s
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 .
. Regulated wetlands and 100- ar fl
g g ye oodplain or note
that none are present .
h. Proposed storm drainage system, showing all catch
basins , endwalls , manholes , lengths and sizes of
pipes . (Minimum distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches . )
i . Connections of all P P springs into proposed storm
drainage system as needed .
j . Location and indications of existing brook
channels , and 100-year flood limits .
k. A-2 Certification ; P . E. /L. S , Seal .
6. Landscaping plan .
7 . Drainage calculations - Zero Runoff Increase per
attached guidelines . .
A/ 8 . Traffic report .
9. Plans and Profiles : A plan and profile of the proposed
streets drawn on plan/profile paper of scales 1 inch to
40 feet horizontally, and 1 inch to 4 feet vertically
on sheets not exceeding 24 inches by 36 inches ,
including ruled margins and containing the following:
"` a. Layout of streets in sections coordinated by
stations with the profile .
am b . Street plan showing roadways and drainage.
sob C . Sight line at driveway & street intersections.
am d . Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent
grade and all vertical curve information .
"' e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top
of frame elevations. Drainage lines will be shown
and described as to material .
A f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions .
g . Metropolitan District Commission datum shall be
used on all sites accessible to these controls .
The Town Engineer shall , based on standard
engineering practices , determine the accessibility
of these controls .
Page 4 (Site Plans )
h. Profiles shall show all sanitary sewer lines and
manholes , including elevations , sizes , lengths , and
slopes of pipes. Top of foundation elevations for
building shall be shown .
w A 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 .
AIA11 . 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 ; the report should
deal with the area as a whole , discussing the following
points:
a. General nature and development of surrounding area.
b . Topography and natural drainage pattern.
C . Subsurface conditions as shown by subsurface
investigation , including soil absorption
characteristics , ground water level conditions ,
ledge rock , and general nature of soil .
•` d . General description of type- of development
contemplated .
e. Detailed description of proposed sanitary sewage
disposal facilities , indicating sizes for various
ground conditions , materials to be used , and the
general layout pattern to be used , etc .
f . Special precautions that may be necessary to
provide proper functioning of the proposed disposal
systems.
*� g , Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams, brooks , or
ri v e r s .
owl, i . Test results and engineering evaluation per Section
4. 13 . 5.
All information required above is included in this application at the
time of submission .
PREPARER P . E. L.
November , 1987
O �
C V
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
l�oSOR-CO AREA CODE 203/644-2511
December 17 , 1987
Kevin Minguy CERTIFIED MAIL
Petersen ' wax
Oakland Road
South Windsor , CT 06074
Dear Mr . Minguy :
At the December 14 , 1987 meeting , the South Windsor Inland Wetlands
Agency/Conservation Commission approved with conditions Application #527 ,
to construct a commercial building located on the north side of Sullivan
Ave. as shown on plans prepared by Lucek Engineering, dated 9/30/87 ,
consisting of 3 pages . The following conditions must be adhered to for
this permit to be valid :
1 . A bond in the amount of $4, 000 must be submitted to the Planning
and Zoning Commission to ensure the compliance with erosion &
sedimentation measures .
2 . Protection of the abutter must be addressed on the plans .
3 . Modify the plans to put the drainage installation into a the
sequence . Show some pond cross sections and some wetlands plantings .
Also modify the construction apron so that it is to scale .
4 . Modify the plans to indicate the earth removal.
5 . Indicate who would be responsible for the dust & dirt control on
Sullivan Avenue.
6. Three (3) blueprint copies of the approved map with all
modifications must be submitted to the IWA/CC within 65 days for review.
7 . This permit is valid for one year and shall expire on December
14, 1988 .
Very Truly Yours ,
1an
beth Warren , Vice-Chairman
dd Wetlands Agency/
onservation Commission
Town of South Windsor
MRL
CC : A .B. Davies , Deputy
Town Rngineer
Marcia Banach , Director of Planning
Michael Gantick , Director of Public Works
,,Thomas D' Auria , Building Official
✓Raymond F. Hallowell , Jr . PZC
IWA file
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
Date: ��z,� /?,y
TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw
Richard J. Sartcr, Gary Tyler, Fire , John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: '��
Subdivision X_ Site Plan
Residential �_ Commercial
Industrial
Location: /LvI h
� G .
Project Description:
Future Town-owned property involved? _YES �_ NO
(a) new streets ( existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments :
Pleas
e let me know by S/3o if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
Proj ct P�t"�. So., = ! rXt�JO�� _ By ErL<A_ Dat 5- 1 S l
I i C.,J l/J Y2 So ye, art' Checked Date
Steps Peak Discharge Computation for up to storms: Type III , Duration 24 hours.
1. Data: Wat rshed Condition P,�Sc�-,,� (pr sent or future).
Drainage Area (DA) _ _ acres. Ave. Watershed Slope (S)
Ponding and Swampy areas (PND) O acres, % o
n
Impervious Area (IMP) O acres, $ obi
Total Hydraulic Length (HL) _ 16 D feet
Hydraulic Length Modified (HLM) O feet, of HL
1 st rInd m 34d S'eogbij Windsor
2. Rainfall Frequency (F) 2 �4 �.� S� . yln� CCOMMISSION.
3. Rainfall Depth (P) q
Figure 9-10 3•Z 4�7 5�� �,Z lr / inches
4. Runoff Curve Number (CN)
See next page for computation
5. Runoff Depth (Q)
Use P, CN, and Figure 9-11 ►,� Z. S 3. 3 3 95 �/, inch s
6. Time of Concentration (Tc) =063 hrs.
See other side X Velocity Method
for computations Lag-CN Method
(check one) (See TR-55)
7. Initial Abstraction/Rainfall (la/p)
Use P. CN, and Figure 9-12
8. Unit Peak Discharge (q)
Use Tc, I a/p, and Figure 9-13 1060 t0 20 10 i!-v 1075 11 D O csm/i nc�
of Q
9. Drainage Area DA(acres) 51 ODd sq. miles
= a
640(ac/sm) 640
*10. Ponding and Swampy Area Peak Factor
Only use % PND, Figure 9=14 when
PND is spread out in watershed and
not related to Tc flow path.
11. Peak Discharge r�
where q = Steps #5 x 8 x 9 x 10 1.2�, Z•Z 1 3,05 �i,� $ N, cfs
of thispsheet
* If the adjustment is not applicable,
enter a Factor of 1.0.
9-25
1
Figure 9-17 - Peak Discharge Worksheet for Graphical (Tc) Method (Sheet 2 of 2)
4. Runoff Curve Number (CN)
Hydrologic Land use Description CN $ or Area Product
Soil Group Includ Tr atment, Practice & Condition (acres) (3)x(4) I
(3 4 5
Totals ��6
CN (weighted) = total col. 4 �'�, a use CN �• G
total col. ),N
5. Time of Concentration (TO
a. Velocity Method
Length Velocity Travel Time
Reach Description of Flow (ft.) (ft/sec) (sec.)
3 4 3 - (4
6VF--a taO 225'
Total = 2 Z S sec.
Tc
Total Travel Time (sec.) _ 2 S hrs.
3,600 (sec./hr.-)
b. Lag-CN Method
(1) Unadjusted Lag (L)
hrs.
Use HL, S, CN, and Figure 3-3*,.
X
*(2) Hydraulic Length Modified Lag Factor
Use % HLM, CN, and Figure 3-4*.
X
*(3) Impervious Area Lag Factor
Use % IMP, CN, and Figure 3-5*.
X
(4) Constant (Tc = 1.67L) 1.67
(5) Time of Concentration (TO
hrs.
where Tc = (1)x(2)x(3)x(4)
*Figure numbers refer to figures in TR-55 (2).
Sourc U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut.
9-26
Proj ct BY Date 5 h
�,J!%T/✓ ��/'/� ''�, �7� Checked Date
5
St ps Peak Discharge Computation for up toxstorms: Type III , Duration 24 hours.
1. Data: Watershed Condition (present or future).
Drainage Area (DA) = D•5 7 acres. Ave. Watershed Slope (S) _ %.
Ponding and Swampy areas (PND) O acres, % of DA
Impervious Area (IMP) _ 9 acres, ,Q S % of DA
Total Hydraulic Length (HQ _ 3 7 feet
Hydraulic Length Modified (HLM) _ feet, O $ of HL
1)rfStorm 2Ar6Storm 3rd"Storm
r
2. Rainfall Frequency (F) 2- Z 15 5d I 100 Yrs.
3. Rainfall Depth (P)
Figure 9-10 3 ? 7 7 ��� inch s
4. Runoff Curve Number (CN)
See next page for computation
S. Runoff Depth (0) n
Use P, CN, and Figure 9-11 4Y. S. inch s
6. Time of Concentration (TO =.05Z hrs.
See other side )e Velocity Method
for computations Lag-CN Method
(check one) (See TR-55)
7. Initial Abstraction/Rainfall (la/p)
Use P, CN, and Figure 9-12 .12
8. Unit Peak Discharge (q)
Use Tc, I /p, and Figure 9-13 Ine D ,�An o 1900 100�% 1000 csm/i nch
a of 0
9. Drainage Area DA(acres) sq. miles
640(ac/sm) 640
*10. Ponding and Swampy Area Peak Factor
Only use % PND, Figure 9-14 when
PND is spread out in watershed and
not related to Tc flow path.
11. Peak Discharge
where q = Steps #5 x 8 x 9 x 10 060 �J.D� i2i 7.3 •/9 cfs
of thispsheet
* If the adjustment is not applicable,
enter a Factor of 1.0.
9-25
3
Figure 9-17 - Peak Discharg Workshe t for Graphical (TO Method (She t 2 of 2)
4. Runoff Curve Number (CN)
Hydrologic Land use Description CN $ or Area Product
Soil Group Includ Treatment, Practice & Condition (acres) (3)x(4)
3 4 5
_ 5
IN
Totals y
CN (weighted) = total col. 5 = �9 j
total col. 4 use CN
5. Time of Concentration (TO
a. Velocity Method
Length Velocity Travel Time
Reach Description of Flow (ft.) (ft/sec) (s c.)
3 4 3 - (4
e
Total = 8O sec.
Total Travel Time (sec.) 1�
Tc = - 3,600 (sec./hr.) 3Goa �`-" 2 hrs.
b. Lag-CN Method
(1) Unadjusted Lag (L)
hrs.
Use HL, S. CN, and Figure 3-3*•.
X
*(2) Hydraulic Length Modified Lag Factor
Use % HLM, CN, and Figure 3-4*. I
X
*(3) Impervious Area Lag Factor
Use % IMP, CN, and Figure 3-5*.
X
(4) Constant (Tc = 1.670 1.67
(5) Time of Concentration (TO
hrs.
where Tc = (1)x(2)x(3)x(4)
*Figure numbers refer to figures in TR-55 (2).
Sourc U.S. D partment of Agriculture, Soil Conservation Service, Storrs, Connecticut.
9-26
Zy'''- - --- --- --- -.1Cz- -�-'�------•-- ---------.2..5 --�• ''---------• - -------•�-�-- -v ,, -------- -� �°-°-fir'--� -- --
,
_
C
CPS________
3. Appl. #88-35P Petersen's Hardware north side Sullivan Ave.
opposite Ann Fields. , ?IW
Commissioners Montana and Woodcock disqualified themselves from
participation in this matter. Mr. Hart was named to sit for Mrs.
Montana.
Applicant Kevin Minguey and Engineer Emil Lucek were present. Mr.
Lucek described the architecture, layout and location of the proposed
facility. Town Planner Marcia Banach then presented her report:
1 . This site plan application is for a 5000 sq. ft. building in
the GC zone on the north side of Sullivan Avenue. The site
is 25,000 sq. ft. , with building coverage of 20% and
impervious coverage of 64.1%. The required parking is 50
spaces, 30 of which have been provided. The applicant is
looking for a waiver of 20 parking spaces .
2. There are regulated wetlands on the site. IWA/CC approval
has been received with the following conditions:
(a) $4000 Bond is required.
(b) Protection of the abuttor must be addressed on plans.
(c) Modify plans to put drainage installation into sequence.
(d) Modify plans to indicate earth removal.
(e) Indicate who is responsible for dust and dirt control.
(f) Submit three blueprint copies.
3. Public water and sewer to the site are available. WPCA
approval is not required; however, the "developed acreage"
figure should be calculated and provided to Collector of
Revenue for purposes of sewer connection charge assessment.
4 . In order to have enough driveway to get in and out of the
site, a 32' wide common driveway with the neighbor to the
west will be used. (A 20' wide driveway already exists to
the west. ) Cross travel easements will be needed.
PLANNING AND ZONING COMMISSION - 7 - JUNE 71 1988
5. The plans show a foliage line on the north end of the site.
The landscaping plan calls for 15 Burning Bushes and 11
juniper species scattered throughout the site. There are
also a couple of pines and six rhododendron shown in the
corners . The landscaping as shown is somewhat sparse,
particularly on the east side of the building and the south
end of the site. Additional plantings should be considered.
There is a second landscaping plan shown on the
architecturals; it is not clear which is to apply, but the
second plan showing some maples, azaleas, and dogwoods would
be a nice addition to the front.
6 . The architecturals for the building look quite nice. The
front is shown as a combination of wood and brick; the entry
is gabled, and gables are carried through on the front and
side windows.
7 . Town Staff recommends a sidewalk on Sullivan Avenue to tie in
with the sidewalks of Morgan Farms .
If approved, the Planning Dept. requests the following modifications:
a. Cross travel easements should be shown as being in place.
b. Show pavement widths on the plans.
c. Modify key map to reflect current owners of land on
Morgan Farms Drive.
Ms . Banach read the Engineering comments:
- The detention "bed" computations provided on sheet 2 of 2
do not contain a hydrograph analysis. The engineer should
prepare a hydrologic analysis including hydrograph routing
through the proposed basin. The analysis should demonstrate
zero net increases between pre- and post-development
conditions for the 2, 10, 25, 50, and 100 year storm
frequencies.
- A detail should be provided for proposed drywell #2. Also,
pertinent hydraulic calculations for this structure should be
included in the detention analysis with pipe connections.
- The distance between the proposed, edge of pavement of the
parking lot and the eastern property line is approximately 6
feet. The engineer should provide additional grading to
demonstrate that there will not be encroachment onto the
adjacent property.
- DOT permit is needed prior to issuance of building permits.
After a brief discussion regarding signage, parking, and widening of
the green area adjacent to the street, Mr. Castro made a motion to
approve the application subject to the following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff.
PLANNING AND ZONING COMMISSION - 8 - JUNE 71 1988
2. No building permits will be issued until the final mylars
have been filed in the Town Clerk's Office.
3. This application is subject to the conditions of approval of
the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13. 10 of the Zoning
Regulations.
5. Footing drains are required if the building has a basement.
6 . A landscape bond in the amount of $5000 is required and must
be submitted prior to filing of mylars .
7 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South Windsor.
8. Cross travel easements must be provided on plans.
9 . Show pavement widths on the plans.
10. Key map must be modified to reflect current owners of land on
Morgan Farms Drive.
11 . Provide additional landscaping plantings subject to Planning
Department approval.
12. A sidewalk is required along Sullivan Avenue frontage.
13. Drainage subject to approval of the Town Engineer.
Hydrologic analysis of detention basin is required.
14 . A detail is required for proposed dry well #2. Pertinent
hydraulic calculations should be included in the detention
analysis with pipe connections.
15. Provide additional grading along edge of parking lot and
eastern property line.
16 . DOT permit required prior to start of construction.
17 . Move building and parking back 10 feet on site to increase
green area between the street and parking lot.
Black and white transparent mylars of Sheets #1 and 2 with the above
modifications, together with three blueprint copies of the entire set
of plans, must be submitted to this Commission to be stamped and
signed. The letters of approval of this Commission, as well as the
Inland Wetlands Agency/Conservation Commission, must be reproduced on
the mylars. After the mylars have been signed by the Commission,
they will be returned to you for filing in the Office of the Town
Clerk within 90 days. After filing these plans, a copy of the
receipt must be submitted to the Planning Department.
�4011N aE+1(�
Ca r 7-a Oles ?0&U&01t
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R-C AREA CODE 203/644-2511
7 June 1988
To: Raymond F. Hallowell, Jr. , Chairman
Planning and Zoning Commission
This is to advise that I am disqualifying myself from
participation in any/all discussion/decision/action regarding
Item 3 of the Planning and Zoning Commission Special Meeting
Agenda for June 7, 1988 regarding Appl. #88-35P, Petersen's
Hardware.
� k
.L
Carla Woodcock
Commissioner
S E A Consultants Inc.
Engin ers/Archit cts -- 8.y 1988_
Principals `
?/ / q6 /
Arnold B.Goldstein,P.E.
Frederick G.Aufiero,P.E.
Robert M.Brandon,A.I.A.
Stephen H.Geribo,P.E.
David T.Goodemote,RE. Mr. Michael J. Gantick, P.E.
Bruce E.Soule,PE. Director of Public Works
Kenneth M.Stewart,P.E. Town of South Windsor
Anthony J.Zuena,P.E.
1540 Sullivan Avenue
Associates South Windsor, Connecticut 06074
Steven L.Bernstein,P.E.
Paul F.Gabriel,P.E.
Mark Gould,P.E. Re: Petersen's Hardware
Micha IS.Schultz,RE. Job No. 8812 6.2 7
Arthur A.Spruch,P.E.
Task Order No. 2 7
Paul C.Ross,P.E.
Dear Mr. Gantick:
As requested, S E A Consultants Inc. has reviewed the following
for the above referenced project:
Sheet No. Title Prepared By Date
1 of 2 Key Map Lucek Engineering Assoc. 9-87
2 of 2 Plot Plan/ " 10-87
Topographic Plan/ it tt
Conservation Plan it it
1 of 3 Floor Plan G.L. Montana Assoc. 3-88
2,3 of 3 Elevations It it
This information was reviewed for compliance with the Town of
South Windsor Subdivision and Zoning Regulations dated July 24,
1972 and standard engineering practice. We note the following:
Section 4.13.2.4 TOPOGRAPHIC MAP
Curb lines should be labeled on the plan.
/4 Proposed storm drainage system should include lengths
and slopes of pipes.
Section 4.13.6 CONSERVATION PLAN
850 Silas Deane Highway Soil classifications and boundaries should be delineated on the
W thersfield,CT 06109-3412
(203)721-7993 plan.
485 Massachusetts Avenue
Cambridge,MA 02139-4018
(617)497-7800
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
S E A Consultants Inc.
Engineers/Architects
Mr. Michael J. Gantick, P.E.
May 3, 1988
Page Two
Section 8 OFF-STREET PARKING
The proposed parking schedule denotes 50 parking spaces re-
quired; however 31 parking spaces have been provided and a
waiver for 19 spaces has been requested and is noted on the
Key Map. The Town requires 1 handicap parking space for
each 25 spaces. Therefore, an additional handicap space should
be provided.
GENERAL COMMENTS
Storm drainage and appropriate detention basin calculations
have not been submitted and are therefore not part of this
review.
2. The detention "bed" computations provided on sheet 2 of 2 do
not contain a hydrograph analysis. The engineer should prepare
a hydrologic analysis including hydrograph routing through the
proposed basin. The analysis should demonstrate zero net
increases between pre- and post-development conditions for
the 2, 10, 25, 50, and 100 year storm frequencies.
A note regarding the "detention bed" detail and section is
indicated on the topographic plan. The detail and section do
not appear to be on the plans.
4. A detail should be provided for proposed drywell #2. Also,
pertinent hydraulic calculations for th's structure should be
included in the detention analysis. C.,M s
A pavement cross-section detail of the driveway, sidewalk,
and parking areas should be provided.
The parking spaces along the south side of the proposed building
have not been accurately drawn to scale. Based on the
distance, (7) seven parking spaces are available compared to
the (8) eight shown.
JZ. A construction sequence should be included on the plans.
8. The distance between the proposed- edge of pavement of the
parking lot and the eastern property line is approximately 6
feet. The engineer should provide additional grading to demon-
strate that there will not be encroachment onto the adjacent
property. Po'
SEA C nsultants Inc. Mr. Micheal J. Gantick, P.E.
Engineers/Architects May 3, 1988
Page Three
The hydrologic soil group designation of "D" appears to be
incorrect. Based upon our review of sheet 27 of the Hartford
County Soil mapping, the site is located within an "A" classified
soil group.
If you should have any questions, please do not hesitate to call me.
Very truly yours,
S E A CONSULTANTS, INC.
Oames R. Bancroft, P.E.
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
l�osoR,co� AREA CODE 203/644-2511
June 8, 1988
Mr. Kevin Minguey
293 Oakland Road
South Windsor, CT 06074
re: Appl. #88-35P - Petersen's Hardware
Site Plan
Dear Mr. Minguey:
Please be advised that the Planning and Zoning Commission voted on
June 7, 1988 to approve the above-referenced application, in
accordance with Drawings #1 and 2 of 2 rev. 5-31-88, prepared by
Lucek Engineering Assoc. Inc. , Proj . No. 87-93, and with the
following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff.
2 . No building permits will be issued until the final mylars
have been filed in the Town Clerk' s Office.
3 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
5 . Footing drains are required if the building has a basement.
6 . A landscape bond in the amount of $5000 is required and
must be submitted prior to filing of mylars .
7 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
8 . Cross travel easements must be provided on plans.
Mr. Kevin Minguey 2 June 8, 1988
9 . Show pavement widths on the plans .
10 . Key map must be modified to reflect current owners of land
on Morgan Farms Drive.
11 . Provide additional landscaping plantings subject to
Planning Department approval.
12 . A sidewalk is required along Sullivan Avenue frontage.
13 . Drainage subject to approval of the Town Engineer.
Hydrologic analysis of detention basin is required.
14 . A detail is required for proposed dry well #2. Pertinent
hydraulic calculations should be included in the detention
analysis with pipe connections .
15. Provide additional grading along edge of parking lot and
eastern property line.
16 . DOT permit required prior to start of construction.
17 . Move building and parking back 10 feet on site to increase
green area between the street and parking lot.
Black and white transparent mylars of Sheets #1 and 2 with the above
modifications, together with three blueprint copies of the entire set
of plans, must be submitted to this Commission to be stamped and
signed. The letters of approval of this Commission, as well as the
Inland Wetlands Agency/Conservation Commission, must be reproduced on
the mylars . After the mylars have been signed by the Commission,
they will be returned to you for filing in the Office of the Town
Clerk within 90 days . After filing these plans, a copy of the
receipt must be submitted to the Planning Department.
Very truly yours,
P7,,,,,�ANNING AND ZONI G COMMISSION
I.
Ilk
' R and F. Hallowell, Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Inland Wetlands Agency/Conservation Commission
Registrar of Voters
Arch. /Engineer
Applicant
&•PZC File
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soe•cov- AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JUNE 11, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At the June 7, 1988 meeting, the Planning and Zoning Commission voted
to take the following actions:
1. Approve, with modifications, the application of the Wapping
Community Church for a Site Plan of Development for
property on the north side of the Five-Corners
intersection, west of Ellington Road and east of Sullivan
Avenue, RR Zone.
2 . Approve, with modifications, the application of LaCava
Construction Company for an Open Space Subdivision of
property east of Felt Road and west of Foster Street, AA-30
Zone. .._F;. w...
3 . Approve, with modifications, the application of Kev'n
Minguey for a Site Plain of Development for properW on the
north side of Sullivan Avenue directly oppositer` n Field
Plaza, GC Zone.
Dated at South Windsor, Connecticut this 8th day of June, 1988 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
<°w N N
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
~osoR-co� AREA CODE 203/644-2511
Kevin Minguy
Petersen' s Hardware
293 Oakland Road
South Windsor, CT 06074
RE: Preconstruction Meeting - Petersen' s Hardware
Sullivan Avenue
Application #88-35P
September 28, 1988 10:30 A.M.
IN ATTENDANCE
Name Company Telephone #
Marcia Banach Town of South Windsor 644-2511
Fred Shaw Town of South Windsor 644-2511
Michael Gantick Town of South Windsor 644-2511
John McCahill Town of South Windsor 644-2511
Sgt. Gerald Lewis South Windsor Police 644-2551
Lester Braddock Town of South Windsor 644-2511
A.B. Davies Town of South Windsor 528-7551
Jim Slater J & H Slater Construction 528-5252
Kevin Minguy Petersen' s Hardware 644-8013
The following is a brief summary of points discussed during the
meeting.
Public Works
1 . All erosion and sedimentation control measures are to be in
lace prior to earth moving operations in each area and
maintained cleaned out durinq construction. Call
Zoning Wetlands Enforcement Officer for inspection when
measures are in place.
2. Four complete sets of approved/revised plans to be provided to
Town prior to start of construction. They will be stamped by
Planning Department along with plans developer needs.
3. The Public Works Department is to be notified forty-eight
(48) hours prior to the start of major construction work with
inspections and testing per Developers Checklist required for
the following:
a) After site is staked out
b) All drainage work
c) Preparation of subgrade, compaction tests as required by
the Town.
d) Preparation of subbase, six (6) inch lifts
e) Placement of bituminous concrete, 1 112 inch layers.
4. Certification of gravel used as subbase will be required by an
approved testing company.
5. No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
6. As built plans are to include horizontal and vertical location
of all underdrains, footing drains and sanitary sewers located
by a certified land surveyor.
7. All topsoil stockpile areas to be protected (ringed with
haybales or equal) .
8. All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compaction equipment.
9. During construction a crushed stone tracking pad is to be
installed and maintained to minimize tracking of dirt/gravel
onto Sandra Drive. Calcium chloride is to be used for dust
control as required.
10. Any problems and/or questions regarding construction of this
project will be directed to Jim Slater.
11 . Road is to be paved with base course prior to issuance of
Certifiate of Occupancy.
12. Developer/Contractcor to submit mark-up print of any buryhole
locations. To be shown on as-builts.
13. All filling to be done in accordance with Department of
Transportation specifications. To be compacted in maximum
lifts and tested as necessary.
14. Weekly job meetings will be held as required.
15. Forty-eight (48) hours notice needed for Certificate of
Occupancy inspection. , Two week review period (10 working
days) needed for all individual site (lot) plans prior to
issuance of building permit (may be longer if application is
incomplete) . See General Guidelines for Certificate of
Occupancy.
16. Only approved copies of lot site plans to be used. Any
proposed changes are to be presented to Engineering/Plannng &
Zoning prior to implementation.
17. Access off of existing driveway only.
18. No paving after October 15 without written approval from
Director of Public Works.
19. Hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday.
Any pipe/otructure work requires inspection prior to
backfilling.
20. DOT permit required prior to issuance of building permit.
Wetlands:
1. Use map rather than narrative for silt fencing.
2. $4000 erosion and sediment control bond needed prior to start
of construction.
W.P. C.A.
1 . Sanitary sewers Permit needed prior to connection.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1 . Blasting (if required) to be coordinated with the Fire
Marshal.
Police Department
1 . Emergency phone numbers for the duration of the construction
must be provided to the Police Department on a company
letterhead. If the developer occupies or owns the building(s)
after construction emergency numbers must be provided to the
Police Department.
2. All buildings located on property which abuts a public highway
must be numbered. Such number (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.
4. Name of Business or Property owner must be located on a
temporary sign during construction.
Very truly yours,
g p2-w�
Marcia A. Banach
Director of Planning
MAB/pmm
cc: A. Bowen Davies, Deputy Town Engineer
Gerald Lewis, SWPD
Karl Reich 1 e, Public Works
Mel Stead, Public Works
Michael J. Gantick, Director of Public Works
Minh V. Le, SNET
Hal C1 i sby, CL&P
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahi l l, Zoning Enforcement Officer
Michael Gantick, Director of Public Works
Jim Slater, J & H Slater Construction
TOM OF SOUTH W MSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
COAL: _
Site Name
P & Z ID Number 8 3 S'�
Date H-/,W
Owner KZ/i�/
Contractor
(MANGE: (Describe location and nature of change. Include plan/profile of change) .
%r/�72� A.10 D.cJ 47/1-1ra
Reason for Change: (Why is change required)
APPROVALS: (As Required)
Town Engineer Date:
Design Engineer Date(,.',-
-Dir. Public Works Date:
Dir. Planning Date:
Owner Date:
Other Date:
STAFF COMMENTS:
ivo
CC: Deputy Town Engineer
Zoning Enforcement
Chief Building Official
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
't'oSOR.CO AREA CODE 203/644-2511
December 13, 1988
Kevin Minguy
293 Oakland Road
South Windsor, CT 06074
Re: Application #527 - Petersen' s Hardware
Dear Sir:
At the December 12, 1988 meeting, the South Windsor inland
Wetlands Agency/Conservation Commission approved a one year
extension of .Application #527 with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-
2511, x229) immediately upon approval notification. This is to
reverify the contact person for the site and establish a site visit
with that person to verify all erosion and sedimentation control
measures are in place according to the plan.
The application becomes effective December 13, 1988 and expires
December 13, 1989.
very truly yours,
?ohnM. Moran, Jr. .. Chairman
inland Wetlands Agency/
Conservation Commission
J1fKJr. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
Michael Gantick, Director of Public Works
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
TOWN OF SOUTH WIMSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: ,,Q
Site Name I_er%r1P1711r _4��l r4;L2
P & Z ID Number
Date .'?-9 --Cp- 9
Owner
Contractor
CHANGE: (Describe location and nature of change. Include plan/profile of change) .
Al
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e /"'o zzt zVva-, L'4"a lex-1,174
Reason for Change: (ty is change required)
APPROVALS: (As % 'red)
Town Engineer :Date ,
_za
Design Engineer Date:
Dir. Public Wo Date:
Dir. Pl Date:
Owner Date:
Other Date:
STAFF COMMENTS:
CC: Deputy Town Engineer
Zoning Enforcement
Chief Building Official
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
f��soR•co�' AREA CODE 203/644-2511
July 13, 1989
Kevin Minguy
Petersen's Hardware
850 Sullivan Avenue
South Windsor, Ct 06074
Re: Landscaping bond for Petersen's Hardware $5,000
Dear Kevin:
Please be advised that at the July 11, 1989 meeting of the
Planning & Zoning Commission the above referenced bond was
released.
Please make arrrangements to the pick up the bond with the
Planning Department.
Very truly yours,
N Raymond F. Hallowell, Chairman
Planning & Zoning Commission
ml
------------
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� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
AREA CODE 203/644-2511
SOR•CO��
November 9, 1989
Mr. Kevin Minguy
850 Sullivan Ave.
South Windsor, CT 06074
Dear Mr. Minguy:
RE: Petersen's Hardware 4,000 IWA/CC Bond
Please be advised that the above referenced bond was released by
the Planning and Zoning Commission at their October 24, 1989
meeting.
Please make arrangements with the Planning Department at 644-2511
to pick up the bond if you have not already done so.
Very Truly Yours,
Marcia A. Banach
Director of Planning
cc: IWA/CC file
# -"Y I I
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION -
GENERAL:
CHANGE ORDER CONTACT PERSON ZLe
Phone No.
Address .2 (�o 1.,
Site Name /r-d-�S-eAl P&Z No.
Owner Phone No.
Contractor
-
Signature of Owner ate:
Signature of Design Engr- Date:
CHANGE: (Describe location and nature of change. Include
three (3) copies of plan/profile of Change. )
c'
'(A
Reason for h�ange: (Why is change required)
APPROVALS: (As Required)
Dir. of Planning Date:
Town Engineer— Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
soR.co TELEPHONE (860) 644-2511
April 19, 2007
Petersen's Hardware
850 Sullivan Ave.
South Windsor, CT 06074
Dear Mr. Minguy:
RE: Outdoor storage of products
We regret to advise you that on April 10,2007 the Planning and Zoning Commission voted to deny without
prejudice the above-referenced request. The Commission had three areas of concern that they would like to see
addressed prior to approving this request. They are: 1) additional screening of the jersey barriers that hold in
the mulch(a 4' high decorative fence was suggested as a possible alternative); 2)better indication of what
products will be on display outside of the building(it appears that more pallets of topsoil and wheelbarrows are
displayed), and 3) calculation of the parking waiver needed as a result of parking spaces being used for mulch
bins.
Please submit a revised change order for the Commission's review. If you have any questions,please contact
the Planning Department at 644-2511, ext. 253.
Thank you for you attention in this matter.
Very truly yours,
I'
Patrick Kennedy, Chairman
Planning and Zoning Commission
r
PK/mrl
is
cc: Zoning Enforcement Officer
is
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:
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE fr
FOR SITE &. SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON {�,��, ! '� Phone No.
Address
Site Name P&Z No.
Owner 3EN'3 HARDWARE,INC. Phone No.
—�50*..u:.. - -
South Windsor,CT p e
Contractor // /
Signature of Owner 3 f Date:- /j�? l
ar
CHANGE: (Describe location and nature of change. Include
Four (4 ) copies of plan/profile of Change. )
-4- .
Reason for Change: (Why is change required)
1
w
APPROVALS: (As Required)
Dir. Of Planning Date:
Town. Engineer _ s:- . - a= - x- i?atP
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
`3 r n A A141
White - Town Engineer Yellow - Applicant
Pink —Director of Planning Goldenrod - Engineering Department
RECEIVED
JAN 0 9/ 07
Petersen's Ha OfrANDSOR PLANNING DEPT.
850 Sullivan Avenue
South Windsor Ct 06074
644-8013
January 5, 2007
Town of South Windsor
Enclosed is a copy of the site plan that was approved many years back. There have been
no changes to the products that we have been selling. I've enclosed a copy of the site plan
with the penciled in areas of product we display that are generally seasonal in nature. We
are a very small business that must compete in an increasingly competitive environment.
If the Town of South Windsor no longer feels the need for a small Hardware Store please
give me adequate notice so that I may relocate to a town that does. I now work seven
days a week as do most people in small business and am increasingly concerned about
the rising cost of doing business.Additional sales of products displayed outside help me
compete and that is the only reason we have them.
Kevin Minguy
s
PIN.,
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P. . SET
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