HomeMy WebLinkAboutSite Plan of Development (64) TOWN OF SOUTH WINDSOR x
PLANNING&ZONING COMMISSION pW N. Sfq
APPLICATION FORM ,
Application No: E C
` \r Official Receipt Date:
Receipt No:
APPLICANT: SECA LLC `� sE�u•ct��
ADDRESS: 400 Chapel Road,Unit lA, South Windsor,CT 06074 SOUTH WINDSOR PLAIRRe4Itpj BUY.
OWNER OF RECORD ON LAND RECORDS: D&L Caron,LLC
ADDRESS: 312 penling Street,South Windsor,CT 06074
COMPLETE LOCATION OF PROPERTY: Lopt 33 Comwxce Way
ASSESSOR'S MAP # 121 PARCEL # 24 ZONE I
NAME; ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Peter R. DeMallie,Principal, Design Professionals,Inc.
165 S. Satellite Road,South Windsor,CT 06074 Tel. 291-8755, Fax 291-8757
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 Hearing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Approval
❑ Special Exception to Article (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: ❑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 (10) days
prior to being heard by the Commies n.
t
b
Signature of Applicant z1ff-gnaturerof Prope O r
(See reverse side for additional information)
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT SL'CA,LLC
PROJECT NAME Finnegan Electric HQ
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.
x 1. On each sheet for plans or maps, title block with the following information:
a. Name, address and telephone of applicant. oh L-rvw S1.* N4n,z 0-h o„ owl
b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
I/ c. Name of Development.
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.
b. Outline of buildings.
A C. Layout of streets.
d. Surrounding property boundaries-within 500 feet.
e. Names of abutting property owners.
(r 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.
�'S�ti ��tiru�n , S�cc}' IR�,, V� 4-vh � �-.1�Gi/�1f'� 6"►� (o L��
v
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
4. Plot Plan: A layout map of the site drawn
proposed to a scal e 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.
t/ b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
✓ C. Building lines in accordance with zoning regulations.
d. Proposed buildings and other structures, including signs, i outside lighting,
and dumpsters (on concrete pad and screened). �)h y �-
e. Easements, noting grantors, grantees, and purpose.
f. Names of abutting property owners. AV"v4 Vvvt
✓ 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.
i. 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 a`nd pavement width, sidewalks. P� try f�N Slww,, crn
?10 ?tk,.. . S,�-" \k
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.
r
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.
6. Landscaping plan: , - SiGG1nu11 .
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
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, in ruled
margins and containing the following: '�j
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. I
�L� M P ion F t.r,S^ht&-.
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.
Mr
(U 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.
6/22/99
PCA PAR (P. .S.) DATE
June 23, 1998
FINNEGAN ELECTRIC SITE PLAN
o *'
1. Application for site plan approval for an industrial building, 4�- �� tom`
approximatelyaw-
6,600 square feet, for property located on the southerly
side of Commerce Way, I zone.
2. Site size is approximately .5 ac. Proposed building coverage 22%; 50%
allowed. Proposed impervious coverage is 63.9%; 65% allowed. The
required parking spaces based on the proposed 14; 16 spaces have been
provided. n is e
9' X 18' in size. It appears that all other zoning
requirements have been met.
3. There are no regulated wetlands on the site. The applicant has received
conservation approval from the IWA/CC on 7/799 with the
recommendation of a $1,000 bond.
4. There is public water and public sewer available to the site. WPCA
approval is required. A
5. The Architecture and Design Review Committee has reviewed the plans.
They were very pleased with the proposed architecture of the building
and the landscaping proposed. They had the following recommendation:
- recommend ut-off wall packs to be used on the building
- lighting on e signage should be down-lit
-
1 6. If this application is approved, the planning department has no requested
modifications.
i
Abutters List
SECA,LLC
1). Bruce A. Maneeley Real Estate, LLC, 26 Schweir Road, South Windsor, CT 06074
2). J&M Grinding, Inc., 140 Commerce Way, South Windsor, CT 06074
3). D &L Caron, LLC, 312 Deming Street, South Windsor, CT 06074
Hydrologic Study
for
SECA, L.L.C.
130 Commerce Way
South Windsor, Connecticut
Proj. No. 99-1228
June 16, 1999
Design Professionals, Inc.
civil engineers planners surveyors gis
165 South Satellite Road,South Windsor,CT.06074.(860)2918755.Fat:(860)2918757•EmaiLdpicivihi aoLcom
Table of Contents
Summaryand Conclusions ............... ..............................................................................1
Introduction .........................................................................:..........................................2
Methodology....................................................................................................................3
Existing Drainage Basin Characteristics............................................................................4
Existing Storm Drainage Hydrographs............................................................................5
ProposedDrainage Basin Map................................................................... .....................6
Proposed Storm Drainage Hydrographs......................................................................7-14
Calculations sheet...............................................................................15-17
Drainage Summary
June 8.. 1999
SECA L.L.C.
File no. 99-1228
Existing Proposed
Runoff Development
2 year storm 0.2
10 year storm 1.0 4.0
25 year storm 1.5
50 year storm 2.0
100 year storm 2.6 5.7
in C.F.S.
A 19-minute time of concentration was used for the runoff calculations for existing
conditions. A 23-minute time of concentration was used for the runoff calculations for the
proposed conditions. The calculations include a fully developed adjacent lot draining
through a drainage easement to the rear yard drain.
Conclusions
More than sufficient capacity will exist in the system to handle a 10 year+ storm.
Introduction
The subject of this drainage study is approximately 1.4± acres located on the
south west side of Commerce Way in South Windsor, Connecticut_
Under existing conditions, the site drains to the north west side of the property.
The proposed improvements to the site include the construction of a
Office/warehouse with parking for lb vehicles, and a storm water management system.
Collection of storm water will be through a series of catch basins to be connected to an
existing drainage pipe adjacent to the property. An existing catchbasin will be changed to
manhole at the rear of the property and a doghouse manhole will be added along the
common driveway between properties. Storm water detention is provided by a common
detention area which is part of the Industrial park.
Methodology
Both the Rational& SCS method were used to determine 2, 10, 25, 50 and 100
year storm discharges for pre-existing. The rational method was used proposed
conditions.
Triangular hydrographs were generated and flood routed through the designed
detention basin and storage by the use of the Storage Indication Method of flood routing.
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Hydrograph Summary Report Page
Hyd, Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph
No, type flow interval peak period hyd(s) elevation storage description
(origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft)
1 Rational 1.1 1 15 0.03 2 ---- ------ ------ Existing 2yr
2 Rational 1.7 1 15 0.05 10 ---- ------ ------
Existing 10 yr
3 Rational 2.0 1 15 0.06 25 ---- ---- ------
Existing 25yr
4 Rational 2.3 1 15 0.06 50 ---- ------ ---- Existing 50yr
5 Rational 2.4 1 15 0.07 100 ---- ------ ------
Existing 100
6 SCS Runoff 0.2 2 746 0.04 2 ---- ------ Existing
7 SCS Runoff 1.0 2 736 0.12 10 ---- ------ ------ Existing
8 SCS Runoff 1.5 2 736 0.17 25 ---- ------ ------ Existing
9 SCS Runoff 2.0 2 734 0.22 50 ---- ------ ------ Existing
10 SCS Runoff 2.6 2 734 0.28 100 ---- ------ ------ Existing
Proj, file: 1228.GPW TIDF file: HARTFORDADF Run date: 06-16-1999
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06-16-1999
Proj. file: FRONT.STM OF file: HARTFORD.IDF No. Lines: 4
Storm Sewer Inventory Report Page '
Line Line ID 6nStr Defl Line Line Line Line Drng Runoff Inlet Known Invert Invert N Junction J-Loss Natural Dn
# aline angle length size type slope area coeff time Q El do El up value type coeff grnd line
# (deg) (ft) (in) (%) (ac) {C) (min) (cfs) (ft) (ft) (JLC) (ft) #
1 OUT DMH1 0 0 1 15 Circular 23.00 0.00 .00 0 0.0 74.00 74.23 .010 MH 1.0 78.40 Off
2 CB#3DMH1 1 -60 8 15 Circular 1.00 0.06 .88 5 0.0 74.23 74.31 010 Curb 1.0 78.40 1
3 CB#2DMH#1 1 75 23 15 Circular 1.00 0.08 .83 5 0.0 74.23 74.46 .010 Curb 1.0 78.40 1
4 SED#1CD#2 3 10 14 15 Circular 1.00 0.18 .87 5 0.0 74.46 74.60 .010 Curb 1.0 78.60 3
PROJECT FILE: FRONT.STM I-D-F FILE: HARTFORD.IDF TOTAL NUMBER OF LINES: 4 RUN DATE: 06 16 1999
DESIGN CODES: Min.Pipe Size= 12 in; Max.Pipe Size= 96 in; Min.Slope= .2 %; Min.Cover= 4 ft; Inlet N-Values= .016; Average Inlet Throat Height= 6 in
Storm Sewer Tabulation Page 1
Line Line ID Mncr. Rnoff Incr. Sum Tc Rnfal Total Add. Total Capac Line Line Line Veloc. Veloc. NG NG Invert Invert Dns
# (Area coeff CA CA Inten runoff flow flow @ full size length slope up down up down up down line
(ac) (C) (min (inlhr (cfs) (cfs) (cfs) (cfs) (in x in) (ft) (%) (ftls) (ftls) (ft) (ft) (ft) (ft) #
1 OUT DMH1 0.00 0.00 0.00 0.28 5.2 6.11 1.7 0.0 1.7 40.3 15 c 1 23.00 1.6 1.4 78.40 0.00 74.23 74.00 0
2 C B#3DMH 1 0.06 0.88 0.05 0.05 5.0 6.19 0.3 0.0 0.3 8.4 15 c 8 1.00 0.3 0.3 78.40 78.40 74.31 74.23 1
3 CB#2DMH#1 0.08 0.83 0.07 0.22 5.1 6.16 1.4 0.0 1.4 8.4 15 c 23 1.00 1.6 1.3 78.40 78.40 74,46 74.23 1
4 SED#1CD#20.18 0.87 0.16 0.16 5.0 6.19 1.0 0.0 1.0 8.4 15 c 14 1.00 1.4 1,.1 78.60 78.40 74.60 74.46 3
PROJECT FILE: FRONT.SITM
I-D F FILE: HARTFORD.IDF TOTAL NUMBER OF LINES: 4=RUN DATE. 06-16-1999 �
NOTES: c=circular; e=elliptical; b=box; Intensity= 27.15295/(Tc+ 4.699998)11 .6508044; Return period= 10 Yrs.
Storm Sewer Tabulation Page 1
Line Line ID Incr. Rnoff Incr. Sum Tc Rnfal Total Add. Total Capac Line Line Line Veloc. Veloc. NG NG Invert Invert Dns
# Area coeff CA CA Inten runoff flow flow a full size length slope up down up down up down line
(ac) (C) _ (Min (Inthr) (cfs) (cfs) (cfs) (cfs) (in x in) (ft) (%) (ftls) (ft/s) (ft) (ft) (ft) (ft) #
1 OUT DMH1 l 0.00 0.00 0.00 0:28 5.2 8.31 2.3 0.0 2.3 40.3 15 c 1 23.00 2.2 1.9 78.40 0.00 74.23 74.00 0
2 CB#3DMH1 0.06 0.88 0.05 0:05 5.0 8.40 0.4 O.O 0.4 8.4 15 c 8 1.00 0.4 0.4 78.40 78.40 74.31 74.23 1
3 CB#2DMH#1 0.08 0.83 0.07 0:22 5.1 8.36 1.9 0.0 1.9 8.4 15 c 23 1.00 2.2 1.7 78.40 78.40 74.46 74.23 1
4 SED#1CD#2 0.18 0.87 0.16 016 5.0 8.40 1.3 0.0 1.3 8.4 15 c 14 1.00 1.7 1.4 78.60 78.40 74.60 74.46 3
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PROJECT FILE: FRONT.6TM I-D-F FILE: HARTPORD.IDF TOTAL NUMBER OF LINES: 4 RUN DATE: 06-16-1999
NOTES: c=circular; e=kiptical; b=box; Intensity= 72.59437/(Tc+ 10.8)11 .7815695; Return period= 100 Yrs.
Plan View
2
3
4
5
Proj. file: REAR.STM OF file: HARTFORD.IDF No. Lines: 5 06-16-1999
Storm Sewer Inventory Report Page ,
Line Line ID DnStr Defl Line Line Line Line Drng Runoff Inlet Known Invert Invert N Junction J-Loss Natural Dn
# line angle length size type slope area coeff time Q El do El up value type coeff grnd line
---- # (deg) (ft) (in) - (%) (ac) (C) (min) (cfs) (ft) (ft) (JL.C) (ft) #
1 DMH#2 0 0 1 15 Circular 1.00 0.00 .00 0 0.0 11.85 71.86 .010 MH 1.0 77.50 Off
2 CB#6dMH#2 1 -60 6 15 Circular 1.00 0.06 .88 5 0.0 73.82 73.88 .010 Curb 1.0 77.50 1
3 CB#51:)MH#2 1 60 21 15 Circular 3.00 0.08 .88 5 0.0 71.33 71.96 .010 Curb 1.0 77.50 1
4 SED#4CB#5 3 -5 39 15 Circular 2.00 0.17 .90 15 0.0 71.96 72.74 '010 Curb 1.0 78.40 3
5 YD#1SED#2 4 35 38 15 Circular 2.00 0.72 .65 23 0.0 72.74 73.50 .010 Grate 1.0 77150 4
PROJECT FILE: REAR.S�M I-D-F FILE: HARTFORD.IDF TOTAL NUMBER OF LINES: 15 RUN DATE: 06-18-1999
DESIGN CODES: Min.Pipe Size= 12 in; Max. Pipe Size= 96 in; Min.Slope= .2 %; Min.Cover= .4 ft; Inlet N-Values= .016; Average Inlet Throat Height= 6 in
Storm Sew or Tabulation Page 1
Line Line ID Incr. Rnoff Incr. Sum Tc Rnfal Total Add. Total Capac Line Line Line Veloc. Veloc. NG NG Invert Invert Dns
# Area coeff CA CA Inten runoff flow flow @ full size length slope up down up down up down line
(ac) (C) (min (in/hr (cfs) (cfs) (cfs) (cfs) (in x in) (ft) (%) (ftls) (ft/s
) Iftl (ft) Iftl Iftl #
1 DMH#2 0.00 0.00 0.00 0.74 23.5 3.09 2.3 0.0 2.3 8.4 15 c 1 1.00 1.9 1.9 77.50 0.00 71.86 71.85 0
2 CB#6dMH#2 0.06 0.88 0.05 0.05 5.0 6.19 0.3 0.0 0.3 8.4 15 c 6 1.00 2.1 1.7 77.50 77.50 73.88 73.82 1
3 CB#5DMH#2 0.08 0.88 0.07 0.69 23.4 3.10 2.1 ' 0.0 2.1 14.5 15 c 21 3.00 1.7 1.7 77.50 77.50 71.96 71.33 1
4 5 E D#4C B#5 0.17 0.90 0.15 0.62 23.2 3,11 1.9 0.0 1.9 11.9 15 c 39 2.00 1.6 1.6 78.40 77.50 72.74 71.96 3
5 YD#1SED#2 0.72 0.55 0.47 0.47 23.0 3.13 1.5 0.0 1.5 11.9 15 c 38 2.00 2.2 1.2 77.50 78.40 73.50 72.74 4
PROJECT FILE: REAR.STM I-D-F FILE: HARTFORD.IDF TOTAL NUMBER OF LINES: 5 RUN
U DATE: 06-18-1999
NOTES: c=circular; e=elliptical; b=box; Intensity= 27.15295/(Tc+ 4.699998)4 .6505044; Return period= 10 Yrs.
Storm Sew r Tabulation Page 1
Line Line ID Incr. Rnoff Incr. Sum Tc Rnfal Toted Add. Total Capac Line Line Line Veloc. Veloc. NG NG Invert Invert Dns
# IArea coeff CA CA Inten runoff flow now @ full size length slope up down up down up down line
(ac) (C) (min (inlhr) (cfs) (cfs) (cfs) (cfs) (in x in) (it) (%) (ft/s) (ft/s) (ft) (ft) (ft) (ft) #
1 DMH#2 0.00 0.00 0.00 0.74 23.5 4.58 3.4 0.0 3.4 8.4 15 c 1 1.00 2.8 2.8 77.50 0.00 71.86 71.85 0
2 CB#6dMH#2 0.06 0.88 0.05 0.05 5.0 8.40 0.4 0.0 0.4 8.4 15 c 6 1.00 2.3 1.7 77.50 77.50 73.88 73.82 1
3 CB#5DMH#2 0.08 0.88 0.07 0.69 23.4 4.59 3.2 0.0 3.2 14.5 15 c 21 3.00 2.6 2.6 77.50 77.50 71.96 71.33 1
4 SED#4CB#5 b.17 0.90 0.15 0.62 23.2 4.61 2.9 0.0 2.9 11.9 15 c 39 2.00 2.3 2.3 78A0 77.50 72.74 71.96 3
5 YD#1 SED#2 10.72 0.65 0.47 0.47 23.0 4.63 2.2 0.0 2.2 11.9 15 c 38 2.00 2.3 1.8 77.50 78.40 73.90 72.74 4
PROJECT FILE: REAR.ST;M 1-0-F FILE: HARTFORD.IDF TOTAL NUMBER OF LINES: 5 - RUN DATE: 06-18-1999
NOTES: c=circular; e=elliptical; b=box; Intensity= '72.59437 1(Tc+ 10,8)11 .7815695; Return period= 100 Yrs.
Drainage Study
A x I Calculations
Existing Conditions Area 1 Acres I A x I ScS Method
for Drainage Tc= 19 minutes CN
Impervious 0.000 0.900 0.00
Pervious 1.420 0.300 0.43 58
0.43 C= 0.3
Proposed Conditions Acres I A x I CN A*CN Composite
ScS "CN"
SED#1 Impervoius 0.130 0.900 0.12 98 12.74
Pervious 0.050 0.300 0.02 58 2.9
0.13 15.64 86.9
CB#2 Impervious 0.050 0.900 0.05 98 4.9
Pervious 0.030 0.300 0.01 58 1.74
0.05 6.64 83.0
CB#3 Impervious 0.045 0.900 0.04 98 4.41
Pervious 0.015 0.300 0.00 58 0.87
0.05 5.28 88.0
YD#1 * Impervious 0.470 0.900 0.42 98 46.06
Pervious 0.250 0.300 0.08 58 14.5
0.50 60.56 84.1
SED#4 Impervious 0.170 0.900 0.15 98 16.66
Pervious 0.000 0.300 0.00 58 0
0.15 16.66 98.0
CB#5 Impervious 0.060 0.900 0.05 98 5.88
Pervious 0.020 0.300 0.01 58 1.16
0.06 7.04 88.0
CB#6 Impervious 0.045 0.900 0.04 98 4.41
Pervious 0.015 0.300 0.00 58 0.87
0.05 5.28 88.0
Total Area 1.350 Weighted 117.1
*Yard drain drainage
easement for adjacent Composite "CN" 86.74
lot
6/17/99 R. A.
Soils and Drainage Calculations
SECA LLC
file no. 99-1228
Existing Drainage Area
Soil Types: - AfA Agawam 0-3% `B"
- SsA Sudbury 0-'M `B"
CN meadow in good condition type `B" CN= 58
Area 1 62,040 SF
1.42 Ac
Area 1 slope (81.3-75.5)/350 1.7%
Time of Concentration from To chart 3
Area 1 To= 19 minutes
Proposed Conditions
Slope (81.3-77.8)/285 = 1.2%
Time of Concentration from To chart 3
Area 1 To=23 minutes
o.i Sedimentation Structure Design
Sedimentation Structure:
For a two inch rainfall first flush
From A x I calculations: area x weighted "C"=0.81 Ac.
Vol. =0.81 Ac. x 43560 ft2 x 7.48 gal/ft3 2 in. x 1/12 Win x 1/60= 733.1 gal.
= 98.0 ft3
4 catch basin with a four foot sump, provides 2' x 4' x 4' = 128 ft3
2 sedimentation chamber 6 x 3.8' x 4' x 2 =364 ft3
492 ft3 total
sufficient capacity for first flush sedimentation control.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Finnegan Electric Site Plan APPL. #99-45P
ENGINEER/ARCHITECT Design Professionals,Inc. PROJ. #
Submit mylars of sheets: 2
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit 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, including a bond in the amount of$1,000.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the
Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of$ 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. WPCA approval is required.
9. Engineering comments of 6/24/99 must be addressed to the Town Engineers satisfaction.
40e( �
qq � � � �
DESIGN PROFESSIONALS, INC.
civil engineers planners surveyors
Transmitted via certified mail
Dear Current Abutting Property Owner June 22,1999
Re: SECA, LLC DPI Project No. 99-1228
130 Commerce Way
South Windsor, Connecticut
In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands,
Watercourses, and Conservation Regulations" and 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 hearing by the Inland Wetlands Agency/Conservation
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 hearing to ask questions and/or give
comments,however,you are not required to attend. You may also submit written comments
regarding the application prior to the hearings if you so desire. For further information regarding
the specific date this application will be heard,please contact Jeff Folger,Zoning/Wetlands
Enforcement Officer, at the South Windsor Planning Department at 644-2511, ext. 253. Thank
you.
Sincerely,
Design nairssionals,Inc.
By:
'AVAZV
Peter R. DeMallie
Principal
cc: Town of South Windsor/J. Folger
Michael Finnegan ,
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
Date: June 24, 1999
Re: Finnegan Site Plan 99-45P
We have reviewed the drawings dated 6/16/99 for the proposed Finnegan Site
Plan and have the following comments:
1. Entrance driveway radius at Commerce Way not identified.
2. The paved driveway is shown over an existing drainage easement to the Town of
South Windsor. The Town does not allow pavement or any other permanent
items within drainage easements.
3. Grading rights must be granted by Lot 34 to Lot 33 and this must be shown on
the drawings.
4. A detail is required for the connection of a '"sanitary force main"to an existing
gravity flow lateral.
5. A temporary road patch detail is required.
6. The connection of the proposed storm sewer to the existing storm drainage
system is not acceptable.
7. The existing CB in Commerce Way is now proposed to be within the proposed
driveway. This is not acceptable._
JCl/sfg
S:\ENGINEER\Proj.-P&z Wetland Applications\Finnegan\Review June 24.doc
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Matt Galligan, Wichael Gantick, Thomas Field, Bill Lanning, John
Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula
FROM: Marcia A. Banach, AICP, Director of Planning
The Planning & Engineerin Departments have received plans for the following project:
5
4-
�;
C�
Location: 93 v ( n
,J
, 1 Site Plan ❑ Subdiv # Acres Zone _
Q Industrial ❑ Commercial ❑ Residential # Lots/Units
Water: I Public ❑ Private Well Sewerage: )2�Public ❑ Septic systems)
Project Description: ����r
Future Town-owned property involved? ❑ Yes No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑ passive
Planning Department notes:
7)\�
Please comment by (feel free to use this form); return to Planning
Department. Thank you.
W�
M
Tawn O-P vt��
A ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R•co�'�w AREA CODE 860 / 644-2511
July 8, 1999
Certified #P462498016
Design Professionals, Inc.
Attn: Peter DeMallie
c/o Finnegan Electric
165 South Satellite Road
South Windsor, CT 06074
Dear Madam/Sir:
At the July 7, 1999 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved application #99-45P -
Finnegan Electric - Conservation plan for the construction of a 6,600
square foot industrial building on 30,000 square feet, located on
Commerce Way lot #33, I zone. (Assessor's Map #121, parcel #24). 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. Plans submitted to Planning &
Zoning Commission shall be considered having met this
requirement.
2. The application shall indemnify and hold harmless the Town of
South Windsor against any liability, which might result from the
proposed operation or use.
3. The permit is valid for five years and shall expire on July 8, 2004. 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.
Finnegan Electric
July 8, 1999
Page 2
4. All approvals required must be obtained and submitted prior to any
activity on the site.
5. A contact person shall be identified on the plans.
6. A bond in the amount of$1,000.00 be submitted to the Planning &
Zoning Commission to ensure compliance with the Erosion and
Sedimentation Control Measures.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairperson
EAW:dr
cc: Chief Building Official
Planning 8s Zoning Commission
Town Engineer
Finnegan Electric
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70-wn Ole S-OuLt, Ve��
1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074.2786
Soe•coN AREA CODE 860/6442511
FAX 860/644-3781
� 4
July 14, 1999
CERTIFIED MAIL
v
�, So�o.oE�•
SECA, LLC
400 Chapel Road, Unit 1A
South Windsor, CT 06074
Dear Madam/Sir:
Re: Appl 99-45P, Finnegan Electric Site Plan
We are pleased to advise you that the Planning & Zoning Commission voted on July 13, 1999, to approve
with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 6,600 sq. ft. industrial facility on property located on lot 33,
Commerce Way, I zone, as shown on plans prepared by Design Professionals, Inc., Job No. 99-1228, dated
June 17, 1999, as revised. 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. No building permit 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, including a bond in the amount of$1,000.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the
Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. Landscape bond in the amount of$2,000 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. WPCA approval is required.
9. Engineering comments of 6/24/99 must be addressed to the Town Engineer's satisfaction.
10.The following Architectural Design Review Committee comments must be addressed:
1. Full cut off wall packs to be used on the building
2. I,i�hting on the signage should be down-lit
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 bed roduced 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.
Sincerely,
�w
Sue Larsen, Chairperson
SL/dw
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Peter DeMallie, Design Professionals, Inc.
�pWN a 4
7own aIL3 SOULI-2
> 4,
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 j
SOR•co AREA CODE 203/644-2511
July 15, 1999
Mr. Peter DeMallie
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
RE: Finnegan Electric Headquarters
130 Commerce Way
SOUTH WINDSOR, CT
Dear Mr. DeMallie:
The South Windsor Water Pollution Control Authority, at its special meeting of July 13, 1999,
gave approval for the connection to the Town's sewerage system of a commercial building at 130
Commerce Way, as more specifically shown on plans entitled "Michael Finnegan Electrical
Contracting- Corporate Headquarters - Site Plan of Development- 130 Commerce Way- South
Windsor- Connecticut" prepared by Design Professionals, Inc., South Windsor, CT, Job No. 99-
1228, Sheet 3 of 4 (Topographic Map) dated 6-16-99, no revisions, and subject to the following
conditions:
1. Technical approval of the Town Engineering Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection will be
given once the sewer line has been installed and inspected by the Town staff, and based
upon the written verification of the Town staff that said sanitary sewer line was installed
in substantial conformance with the design plans previously approved by the Authority,
and meeting all Town regulations and appropriate technical specifications relating to
sanitary sewer construction.
3. A$2,500 connection charge shall be payable at the time of connection.
Applicant shall provide a detail at the connection between the new force main and the
existing lateral.
Mr. Peter DeMallie -2- July 15, 1999
5. This approval letter must be superimposed on the final approval plans.
Very truly yours,
Z----
Thom�Air4son, Chairman
Water Pollution Control Authority
TH:rt
cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Pp blic Works
Jerry Iazzetta, Town Engineer /
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector
SECA,LLC
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m 1540 SULLIVAN AVENUE• SOUTH WINDSOR,CT 06074-2786
a•coN�� AREA CODE 860/6442511
FAX 860/644-3781
August 3, 1999
Mr. Peter DeMallie
Design Professionals, Inc.
165 S. Satellite Road
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Preconstruction Meeting -Appl 99-45P, Finnegan Electric
IN ATTENDANCE
Jerry Iazzetta Town of South Windsor 1540 Sullivan Avenue 644-2511
Michele Lipe
Jeff Folger
Michael Covensky Coven Construction Co. P.O. Box 427 742-0796
Mike Finnegan Finnegan Electric 400 Chapel Rd. 282-1922
Jim Simmons Allied Construction 111 Utopia Rd. 643-5888
Robert Arsenault Design Professionals 165 S. Satellite Rd. 291-8755
Peter DeMallie
The following is a brief summary of points discussed during the meeting:
Erosion and Sedimentation Control
1. All erosion and sedimentation control measures are to be in place prior to earth moving
operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger,
Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to
commencement of site work or if any problems/concerns arise during construction.
2. All topsoil stockpile areas to be protected (ringed with haybales or equal).
3. During construction of the road/driveway a crushed stone tracking pad is to be installed and
maintained to minimize tracking of dirt/gravel on to Commerce Way. Calcium chloride or water
is to be used for dust control as required.
Public Works
1. Three complete sets of approved/revised plans to be provided to Town prior to start of
construction. They will be stamped by the Planning Department along with plans developer
needs. Only approved plans are to be used on the job site.
2. 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 requested for the
following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade, compaction tests as per Developer's checklist
d. Preparation of subbase, six (6) inch lifts
e. Placement of bituminous concrete, two (2) inch layers maximum
3. Certification of gravel used as subbase and processed stone for base will be required from an
approved testing company.
4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented
to the Town Engineer prior to installation.
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 and house service laterals located as per revised as-built checklist.
7. All pipe and structures to be backfilled with free draining material, compacted in maximum one
foot lifts with approved compaction equipment or approved equal if deep trench is
encountered. Any pipe or structure work requires inspection prior to backfilling.
8. Any problems and/or questions regarding construction of this project will be directed to
Jim Simmons in the field at phone #643-5888.
9. All filling to be done in accordance with Department of Transportation specifications. To be
compacted in maximum lifts and tested as necessary.
10. Job meetings will be held as needed, and can be called by the developer or Town.
11. Forty-eight (48) hours' notice needed for certificate of occupancy inspection.
12_. Any proposed changes_are to be presented to the Engineering or Planning Department prior to
implementation on change order form in quadruplicate with 4 copies of the drawing. Town will
attempt to turn around within 24 hours.
13. Normal hours of operation 7:00 a.m. — 5:00 p.m., no work on Sunday.
14. No paving after October 15 or before April 15 without written approval from Director of Public
Works.
15. Street evacuation and drain layer permits required.
Planning Department
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are
changes required, contact the Planning Dept. Additional landscaping installed on one part of a
site will not preclude planting all of the remaining items shown on the landscaping plan.
2. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of
mylars. A bond in the amount of$1,000 must be submitted to the Planning & Zoning
Commission to ensure compliance with the Erosion and Sedimentation Control Measures.
3. The following Architectural Design Review Committee comments must be addressed: full cut off
wall packs to be used on the building and lighting on the signage should be down-lit.
SNET NU
I. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting (if required) to be coordinated with the Fire Marshal.
Police Services
I. Emergency phone numbers for the duration of the construction must be provided to Police
Services on a company letterhead. If the developer occupies or owns the building after
construction emergency numbers must be provided to Police Services.
2. All buildings located on property that abuts a public highway must be numbered and visible
from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802.
Barns, garages, and outbuildings, which are located on the same premises as a numbered
structure, are excluded.
3. Erect temporary sign on the site during construction identifying the project.
4. If an alarm is to be installed contact Police Services.
Building Department
1. Plan review with Building Official/Fire Marshal required prior to application for building permit.
Coordinate with Chief Building Official
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: ll �' a
CHANGE ORDER CONTACT PERSON MIkF 1�5 Phone No. Z$j-
q2Z - too
Address 00 0}APER'L _LZQ `;'-°tom.} 10),AQ�2
Site Name a .,,p,� G-n rrA , �►�iRAGT�..I� P&Z No.
Owner <f_ L " Phone No. ZSz.IgZI -=T, \2)
Contractor -r>
Signature of Owner te: A/ -
Signature of Design Engr. Dater
CHANGE: (Describe location and nature of change. Include
Four (4 ) copies of plan/profile of Change. )
PLA 411 i�i a.1 ��l t CIA' ' f t�A.rnvJ��S ►� (-a[" "
CKA�.IGF &RR,,,oV mAE -1'6 l Gejw&)�,)C-A Sg(Zo
Reason for Change: (Why is change required)
00A)AILA&
APPROVALS: (As Required) r
Dir. Of Planning
Town Engineer Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
q
NOV 12 1919 �.
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White - Town Engineer Yellow - Applicant ENc.oEar
Pink - Director of Planning Goldenrod - Engineerin par�tm
tow N sa�
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Town aics-outh Vzoulgot
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
��osoR•co� AREA CODE 860/644-2511
November 6, 2000
Michael Finnegan
Electrical Contracting, Inc.
130 Commerce Way
South Windsor, CT 06074
Dear Mr. Finnegan:
Re: Appl #99-45P, Finnegan Site Plan
This is to advise you that the Planning and Zoning Commission voted on October 24, 2000, to
release the landscaping bond for the above-referenced project in the amount of $2,000.
Advance arrangements should be made to pick up the bond to ensure that the necessary
contact person(s) will be available. If you have any further questions contact the Planning
Department at 644-2511, ext. 252. Thank you.
Sincerely,
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dlf
cc: Town Engineer
i
i
09/18/2000
Town of South Windsor
Town Hall
1540 Sullivan Ave.
South Windsor,CT. 06074
ATT:Michele M.R.Lipe
Assistant Director of Planning
RE: Return of Bond for the construction of
130 Commerce Way South Windsor,CT. 06074
$1,000.00 Inland Wetlands Agency/Conservation Commission
$2,000.00 Landscape
Dear Michele,
Please complete the necessary inspections for the return of the above-mentioned bond. Please call
if any additional information is needed.
Thank you
Michael Finnegan1
130 Commerce Way South Windsor,CT 06074 CT LIC# 104546 (860) 282-1922 FAX(860)282-9230
t�wN 8E'( I
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s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
a•co� AREA CODE 660/644-2511
November 6, 2000
Michael Finnegan
Electrical Contracting, Inc.
130 Commerce Way
South Windsor, CT 06074
Dear Mr. Finnegan:
Re: Appl #99-45P, Finnegan Site Plan
This is to advise you that the Planning and Zoning Commission voted on October 24, 2000,to
release the landscaping bond for the above-referenced project in the amount of $2,000.
Advance arrangements should be made to pick up the bond to ensure that the necessary
contact person(s) will be available. If you have any further questions contact the Planning
Department at 644-2511, ext. 252. Thank you.
Sincerely,
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dlf /
cc: Town En9 ineer✓
vH
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NOV ? 2000
soulH wINID50R
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` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
9
soe•c w AREA CODE 860 /644-2511
November 7, 2000
Mr. Michael Finnegan
Electrical Contracting, Inc.
130 Commerce Way
South Windsor, CT 06074
Dear Mr. Finnegan:
Re: Appl#99-45P,Finnegan Site Plan
This is to advise you that the Planning and Zoning Commission voted on October 24, 2000, to release the
IWA/CC bond for the above-referenced project in the amount of $1,000.
Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s)
will be available. If you have any further questions contact the Planning Department at 644-2511, ext.
252. Thank you.
Sincerely,
g. "fy► lcl
Walter J. Mealy, Chairman
Planning and Zoning Commission
WJM/dlf
cc: Town Engineer
TOWN OF SOUTH WINDSOR clq-- �
STAFF SITE CHANGE }
FOR SIT
E & SUBDIVISION
GENERAL;.
CHANGE ORDER CONTACT PERSON "Wr r—wo 'c.-Ai Phone No. J?' � ��Z �• o
Address '403 CkAv-P-C-t- 7ZO . 17�z ►��,,�rx�;� ,
Site Name P&Z''No. .
Owner Phone No. 167 "2`1
Contractors uGS!
Signature of. Owner
Signature of Design Engr. Dater
CHANGE: (Describe location and nature of change. Include
Four (4 ) copies of plan/profile of Change. )
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Reason..for Change: (Why is change required)
APPROVALS: (As Required
"� �� f f AW4Date:
Dir. Of Planning lam"�C 1
Town Engineer Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer Yellow - Applicant
Pink Director of Planning _Ooldenrod - Engineering Department