HomeMy WebLinkAboutSite Plan of Development (105) TOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION <
APPLICATION FORM
p
�plication No: ® -O f ENED " �
Jfficial Receipt Date: I 0 f
Receipt No: OCT 2 2 2004
SOUTH VVINDSOR PLANNINIG DENT,
APPLICANT: G & R Marine, LLC
ADDRESS: 1535 John Fitch Boulevard South Windsor Ct. 06074
OWNER OF RECORD ON LAND RECORDS: Andre L. & Andre K. Charbonneau
ADDRESS: 125 Edwin Road South Windsor, Ct. 06074
COMPLETE LOCATION OF PROPERTY: Kimberly Drive
ASSESSOR'S MAP # 97 PARCEL # 20 ZONE I
NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Dana Steele, J.R. Russo & Associates 1 Shoham Road East Windsor Ct. 06088
623-0569 Fax 623-2485
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required and Certified letter to abutters required)
❑ Subdivision/Resubdivision
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Approval
❑ Open Space Subdivision (Public Hearing Required)
❑ 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)
❑ Amendment to Town Plan of Development
❑ 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 Commission.
a i '
Signat a of Applicant Signature of Property Owner
(See reverse side for additional information)
,f
f '
RECEIVE
DRAINAGE REPORT OCT 2 2 2004
Lot 12 Kimberly Drive
South Windsor, CT SOUTH WINDSOR PLANNG DEPT,
Narrative:
G&R Marine proposes to construct a building, paved driveway and gravel surfaced area for the
purpose of storing boating inventory for their main facility on John Fitch Boulevard(Rt. 5). The
subject parcel is 3.24 acres located on the north side of Kimberly Drive in an existing industrial
park. A 15' wide driveway will provide an internal.connection to their existing facility and a 24'
wide driveway will provide access from Kimberly Drive. The proposed on-site stormwater
management system is designed to accommodate estimated peak flow rates from a 10-year storm
event. Detention is not proposed because the subject parcel is part of a previously approved
industrial park with an existing drainage system designed to accommodate full development of
each lot.
A particle separator such as manufactured by Vortechnic, Bay Saver, or other approved
manufacturers shall be installed at the storm drainage outlet to remove suspended particles
before discharging to the existing drainage ditch. In an effort to reduce the volume of
stormwater runoff from the site, a row of concrete galleys are proposed to infiltrate runoff from
the roof and portions of the pavement. Test pits were dug in the area of the proposed infiltration
system and no groundwater was encountered. Mottling was observed at a depth of 5 feet and so
it is possible that the infiltration system may not function properly during seasonally high
groundwater periods. However, most of the time, the system will accomplish the desired effect
of reducing runoff volumes.
Pipe capacities were calculated by Manning's formula assuming a roughness coefficient, n=0.01
for Corrugated Polyethylene Pipe(Type S) smooth wall interior. A minimum pipe size of 15"
was used for all pipes from a drainage structure.
The pipes from each drainage structure were sized as follows:
CB#1
A = 0.23 acres (lawn)
C = 0.35, AxC=0.08
tc = 11 min. (see chart 3)
i 1 o = 4.5 in/hr(see chart 2)
Qlo= 0.08 x 4.5 = 0.4 cfs
15" CPEP (Type S) @ 0.67%, Qcap=6.9 cfs
CB#2
A = 1.02 acres (0.2 gravel, 0.82 lawn)
C = (0.2 x 0.9+ 0.82 x 0.35)/1.02=0.47, AxC =0.48
tc = 16 min. (see chart 3)
ilo = 3.9 in/hr(see chart 2)
Qlo= (0.08 + 0.48) x 3.9 =2.2 cfs
- 1 -
r
15" CPEP (Type S) @ 0.82%, Qcap=7.6 cfs
ROOF
A = 0.22 acres (roof)
C = 0.9, AxC =0.20
to = 5 min. (minimum)
iio = 6.2 in/hr(see chart 2)
Qlo= 0.20 x 6.2= 1.2 cfs
10" CPEP (Type S) @ 0.76%, Qcap=2.5 cfs
CB#3
A = 0.50 acres (0.43 pavement, 0.07 lawn)
C = (0.43 x 0.9 + 0.07 x 0.3)/0.50=0.82, AxC =0.41
tc = 5 min. (minimum)
iio = 6.2 in/hr(see chart 2)
Q10= (0.20 + 0.41) x 6.2 =3.8 cfs
15" CPEP (Type S) @ 1.97%, Qcap= 11.8 cfs
CB#4
A = 0.41 acres (0.40 pavement& gravel, 0.01 lawn)
C = (0.40 x 0.9+ 0.01 x 0.35)/0.41 =0.89, AxC =0.36
tc = 5 min. (minimum)
ito = 6.2 in/hr(see chart 2)
Qio= 0.36 x 6.2=2.3 cfs
15" CPEP (Type S) @ 1.27%, Qcap= 9.5 cfs
CB#5
A = 0.20 acres (pavement&gravel)
C = 0.9, AxC =0.18
tc = 16 min. (from CB#2)
iio = 3.9 in/hr(see chart 2)
Qlo= (0.08 + 0.48 + 0.20+ 0.41 + 0.36+0.18)x3.9= 6.7cfs
Check impervious areas only with shorter tc (include gravel area from CB#2):
tc = 5 min. (minimum)
iio = 6.2 in/hr(see chart 2)
Qlo= (0.18 + 0.20+ 0.41 +0.36 + 0.18)x6.2= 8.2cfs
18" CPEP (Type S) @ 0.53%, Qcap= 9.9 cfs
In conclusion, the proposed stormwater management system is designed for a capacity in excess
of the 10-year storm event. A particle separator is provided improve water quality at the
discharge point and infiltration is provided to reduce runoff volume. The downstream drainage
system is designed to accommodate larger flows for a fully developed site with maximum
impervious coverage, therefore the proposed development will not adversely impact the
downstream drainage system.
- 2.-
----- ---- - -
--== ,
Dn
_-2aN 1 _ 74
Y
0.23 AC.73
0.50
it
our `B2 10.43 Imp)
1 (0.20 Imp)
CBS••
\L t 0.20 AC.�
7
.a \\\l
e�
66
—1 }
I - 6.41 AC.
-----— — -------------
71. \ 1
„ '"° •mac — ^.iz---o 0
DRAINAGE AREA MAP
�// 1"=1000
4000 55
W
Z
3000 -1 5 0
N
O
2000 0. 45
40
1000
900 35
800
N
W
600— 30
500
PAVED
IL 400 W`
ti Q=
090-Z z 2-5
W300 0.80 >�.70 a \ D:
2 Z
200 BARE SOIL 0.60 \\ v 20
1' 0.50 4. 0.1 W O
(D POOR ASS 0 OC..45 \\ O V
'Z 3URFAC \ J W
® 5 I.- �.5 ai O
�7 �O AVERAGE GRASS O _
gO`\ SURFACE V 1.0 W _2 15
80 v 0.20 2.0 a� ~
70 DENSE GRAS 0.``OW Z �_w.-
60 Q W �\ z
50 'e �. �. -� 10.0 W
20.0 O. ti
40 \
30
10\
9
8
20
7
6
W
10 _Z
J
0
EXAMPLE 'A' _> EXAMPLE '13
LENGTH: 700 FEET d LENGTH: 100 FEET
PAVED DENSE GRASS
SLOPE: 1.0 % SLOPE: 6.0 %
TIME: 10 MINUTES TIME : 13 1/= MINUTES
TOWN OF SOUTH: WINDSOR NOMOGRAPH FOR DETERMINING APPROVED
STANDARD DETAIL TIME OF CONCENTRATION
JANUARY, 1991 � (CHART 3)
REVVED: PUBLIC WORKS DIRECTOR
II-26
RAINFALL INTENSITY CHART IN INCHES PER HOUR
HARTFORD, CT
STORM MINUTES
(YRS) 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 128 29 30 31 32
2 4.1 3.8 3.6 3.4 3.2 3.1 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.3 2.2 2.2 2.1 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.7
10 6.2 5.6 5.4 5.3 5.0 4.7 4.5 4.4 4.3 4.1 4.0 3.9 3.8 3.7 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.0 2.9 2.9 2.8 2.7 2.6 2.6
25 7.1 6.7 6.4 6.1 5.7 5.6 5.4 5.2 5.0 4.9 4.7 4.5 4.4 4.3 4.2 4.1 4.0 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.4 3.3 3.2 3.2
50 7.7 7.4 7.0 6.7 6.5 6.1 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4..9 4.7 4.6 4.5 4.4 4.3 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.6
100 8.4 8.0 7.6 7.3 7.0 6.8 6.6 6.4 6.2 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 4.0 3.9 .3.8
J
n
STORM MINUTES
(YRS) 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 GO
2 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1
10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8
25 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.7 2.6 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4' 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.1
L50 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.5 2.5 2.4 2.4 2.4 2.4 2.4 2.3
±���L3-8 3.7 3.7 3.6 3.6 3.6 3.5 3.5 3.4 3.4 3.3 3.3 3.2 3.2 3.2 3.1 3.1 3.0 2.9 2.9 2.88 2.7 2.7 2.7 2.7 2.6 2.6
CHART 2
January 1991
Appl #04-63P, G & R Marine Site
11/16/04
Planning Department Report
1.
I zone. Proposed
impervious coverage is 43.7%; 65% allowed. Proposed building height is 25.5 ,
feet; 40 feet allowed. Lot size is 3.42 acres; minimum lot size allowed is 20,00a-
sf. Frontage is in excess of 600 feet; minimum allowed is 100 feet. Front yard
setback is approximately 240 feet, 35 feet required.
2. There is' n d ' is site o a ' 'Ming
faeilityiucawd- n-Route-5-as-well-aF,�-dr-i�e--out-to-Ki-n4be,gy-Brave.
3. The applicant is proposing outdoor storage of boats for the front part of the site.
They have shown a 6 foot high chain link fence (with slats) and evergreen
plantings (austrian pines) to provide screening.
4. The parking requirement based on the.lslll s is 9 spaces, with 13 spaces provided.
5. The application was reviewed by the Architectural and Design Review
Committee on November 4. ADRC had no comments on this application
primarily because of its use and the fact that it would not be visible from any A a
public roadways.
6. The proposed lighting consists of wall pak units with full cutoff fixtures-.
7. There is no signage proposed at this time.
8. There is a buffer requirement on a portion of the northerly end of the site where
this property abuts the Fitch Meadow DRZ. The applicant is not proposing to
disturb the majority oaf that area but is supplementing the existing vegetation
with Austrian pines^a number of shrubs. The applicant has provided a cross
section of the buffer at five years and maturity.
9. There are regulated wetlands on the property. The applicant received approval
from the IWA/CC on October 20 with a bond in the amount of$10,000,ensure
compliance with the erosion and sediment control measures and no unusual
approval conditions.
s 10.T 6-wader apse-war-avarbl -to therC'e:Wlt�c C—etal--
I I.There is no dumpster proposed at this time. The applicant indicated that they
will be using the existing dumpster at the John Fitch Boulevard site.
12.If this application is approved, the planning department has no modifications to
request.
i
Kelli Koehler RE 04-63P, G & R Marine Site Plan
From: "William Lanning"<WLanning@southwindsorfire.org>
To: "Kelli Koehler"<koehle@southwindsor.org>
Date: 11/3/04 4:05PM
Subject: RE: 04-63P, G & R Marine Site Plan
-----Original Message-----
From: Kelli Koehler[mailto:koehle@southwindsor.org]
Sent: Tuesday, October 26, 2004 3:10 PM
To: Bob Deptula;Jeff Doolittle; Chris Dougan; Ray Favreau; Matt
Galligan; Mike Gantick; Kristian Lindstrom; Cathy Molloy; Sgt. Rich
Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead; William
Lanning
Subject: 04-63P, G &R Marine Site Plan
Please respond with any comments. Thanks
Kelli Koehler
Administriative Secretary
No Comment on this application. Wm. R. Lanning
MEMORANDUM
TO: Marcia Banach, Director of Planning
FROM: Joseph J. Perna, Project Engineer ,P
DATE: November 16, 2004
RE: G&R Marine Site Plan
P&Z Appl. No. 04-63P
At your request, we have reviewed the plans and reports submitted with this application
and offer the following comments:
1. The proposed sewe
r lateral should tie directly into
the proposed monitoring
manhole.
2. Provide detail of infiltration gallery with typical cross-section.
Kelli Koehler-RE: 04-63P G &R Marine Site Plan
From: "William Lanning"<WLanning@southwindsorfire.org>
To: "Kelli Koehler"<koehle@southwindsor.org>
Date: 11/3/04 4:05PM
Subject: RE: 04-63P, G &R Marine Site Plan
-----Original Message-----
From: Kelli Koehler[mailto:koehle@southwindsor.org]
Sent:Tuesday, October 26, 2004 3:10 PM
To: Bob Deptula;Jeff Doolittle; Chris Dougan; Ray Favreau; Matt
Galligan; Mike Gantick; Kristian Lindstrom; Cathy Molloy; Sgt. Rich
Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead; William
Lanning
Subject: 04-63P, G & R Marine Site Plan
Please respond with any comments. Thanks
Kelli Koehler
Administriative Secretary
No Comment on this application.Wm. R. Lanning
TYPE: CATALOG #: M C G RAW-E D I S O N
DESCRIPTION SPECIFICATION FEATURES
The McGraw-Edison Mon-4 A•••Housing D...Gasketing
has a unique optical assembly One-piece,heavy-duty,die-cast Closed-cell gas-filled high-
combining easily adjusted aluminum housing has pleasing temperature silicone gasketing
optics with excellent beam soft-corner design and is seals out external contaminants.
control without light trespass finished in dark bronze
or glare.U.L.listed for wet polyester powder coat. E ••Lens Retaining System
locations.CSA certified. 8...Reflector Lens lowers on spring-loaded
retaining wires for quick access
APPLICATION Anodized aluminum reflector to internal components during
is designed for optimum light relamping and maintenance.
The Mon-4 is designed to control and sharp cutoff
provide total design freedom (adjustable from 70'to 86°). F Lens
in lighting parking areas, C Socket Lens is of clear,impact- WLMON-4
courtyards,office buildings, resistant polycarbonate or
apartment complexes, Porcelain-enclosed screw- heat-resistant borosilicate glass. 7 0 - 4 0 0 W
hospitals and any other shell type lamp socket has
exterior space located adjacent mogul base.
to buildings. l
High Pressure Sodium
Metal Halide
WALL-MOUNTED
ARCHITECTURAL
LUMINAIRE
A...................
E Z,,
g................. . ............
C..................................
D..................
E..................
F..................
ENERGY DATA
DIMENSIONS MOUNTIN PLATE High Reactance Ballast Input Watts
70W HPS HPF(95 Watts)
70W MH HPF(94 Watts)
�,., J
1 100W HPS HPF(130 Watts)
1 --
-- --------� 10OW MH HPF(129 Watts)
c�+ 150W HPS HPF(190 Watts)
12" i ° � CWI Ballast Input Watts
3 [305mml 6 13/16" °° a,.°0 5" 10OW HPS HPF(134 Watts)
[773mm1 , [129mm]
00 oa 15OW HPS HPF(192 Watts)
' 4 °
� 175W MH HPF(223 Watts)
250W HPS HPF(300 Watts)
25OW MH HPF(300 Watts)
i___ __«_ a 40OW HPS HPF(465 Watts) -
61/4° 40 H
1159mm1 -e0 s input Waattttss),
� i 175W MH HPF(210 Watts)
16 1/2" L 9 1/2" i _ 250W MH HPF(295 Watts)
[419mml [241mm] 40OW MH HPF(455 Watts)
COOPER LIGHTING 40OW HPS HPF(465 Watts)
WLMON-4
PHOTOMETRICS
6 6 6
5 5 5
E -
4 E 4 4
D D
3 NL 3
D C 3 C
C
8 2 B 2 B 2
A A A
1 1 1
0 0 0
4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4
WL-1 WL-2 WL-3
W L240219 W L240219 W L240219
400-Watt HPS,70'Cutoff 400-Watt HPS,76'Cutoff 400-Watt HPS,86°Cutoff
50,000-Lumen Clear Lamp 50,000-Lumen Clear Lamp 50,000-Lumen Clear Lamp
6 6 6
5 5 5
4 E 4 E 4
3 D 3 D 3
D C C
C
B 2 8 2 8 2
A A A
1 1 1
it I 0 0 0
4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4
WL-4 WL-5 WL-g
W L140219 W L140219 W L140219
400-Watt MH,70'Cutoff 400-Watt MH,76'Cutoff 400-Watt MH,86°Cutoff
36,000-Lumen Clear Lamp 36,000-Lumen Clear Lamp 36,000-Lumen Clear Lamp
Footcandle Table
Select mounting height and read across for footcandle
values of each isofootcandle line.Grids are numbered in
units of mounting height.
Mounting Footcandle Values for
Height Isofootcandle Lines
A B C D E
15, 5.56 4.33 1.39 0.69 0.28
20' 3.12 1.56 0.78 0.39 0.16
25' 2.00 1.00 0.50 0.25 0.10
30' 1.39 0.69 0.35 0.17 0.07
ORDERING INFORMATION
SAMPLE NUMBER:WL2402198Z
WL BZ
Product F07=70
Ballast Voltage Finish Options(add as suffix) Accessories(order separately)
Family Type 1=120 GZ=16ronze F=Single fuse,internally wired(120,240 or SD2925=Screwdriver for tamper-proof lens
WL=Mon-4 1=NPF 2=208 �- a 347V)' retaining screws(standard and
10=100 2=HPF 3=240 F=Double fuse,internally wired(208,240 tamper-proof screws provided with
Lamp Type 15=150 4=277 f or480V) luminaire)
1=MH 17=175 Lens Type 5=480 P=Photocontrol
2=HPS 25=250 1-Glass
6=Dual-Tap Q=Quartz standby
40=400 2=Polycarbonate 7=Triple-Tap' L=Lamp
9=Multi Tap'
Lamp Ballast Type/ Lens Net Wt. Shipping
Catalog Number Wattage Type/Base Power Factor Type Voltage' (Lbs.) Volume
WL215229BZ 150 HPS/Mogul Hi-React./HPF Polycarbonate Multi-Tap 26.7 1/carton
WL225229BZ 250 HPS/Mogul CWVHPF Polycarbonate Multi-Tap 32.1 2.0 cu.ft.
WL2402198Z 400 HPS/Mogul CWA/HPF Glass Multi-Tap 46.6
WL117219BZ 175 MH/Mogul CWA/HPF Glass Multi-Tap 36.7
WL1252198Z 250 MH/Nlogul CWA/HPF Glass Multi-Tap 41.6
WL140219BZ 400 MH/Mogul CWA/HPF Glass Multi Tap 43.6
NOTES:'Multi•Top'ballast is 1201208/240/277V wired 277V.Triple Tap ballast is 120/277/347V wired 347V.
'When ordering,specify input voltage(WL240219BZ-120F).
/ NOTE:Specifications and Dimensions subject to change without notice.
COOPER
Cooper Lighting P.O.Box820824 Vicksburg,MS 39182 601.638.1522 FAX 601.634.9606 ADH940012
AN ACT CONCERNING FINES FOR BANNED INVASIVE PLANTS. Page 1 of 2
Substitute Senate Bill No, 547
Public Act No. 04-203
AN ACT CONCERNING FINES FOR BANNED INVASIVE PLANTS.
Be it enacted by the Senate and House of Representatives in General Assembly convened:
Section 1. Subsection(e) of section 2 of public act 03-136 is repealed and the following is
substituted in lieu thereof (Effective from passage):
(e) The council shall report, in accordance with section 11-4a, to the joint standing committee
of the General Assembly having cognizance of matters relating to the environment on or
before February 1, [2004] 2005, and on January first annually thereafter,concerning the
council's accomplishments of the past year and recommendations for the upcoming year,
including, but not limited to, recommendations to prohibit the import or export, retail sale or
wholesale and purchase of any invasive or potentially invasive plant listed pursuant to section
22a-381b. In reporting recommendations to prohibit the import or export, retail sale or
wholesale and purchase of any invasive or potentially invasive plant, the council shall also
submit the names of any plant considered for such recommendation, information relating to
any findings made pursuant to subsection (b) of this section and the vote of each council
member on such recommendation.
Sec. 2. Section 8 of public act 03-136 is repealed and the following is substituted in lieu thereof
(Effective October 1, 2004):
(a) Notwithstanding the provisions of any ordinance adopted by a municipality, no person
shall import, move, sell, purchase, [possess,] transplant, cultivate or distribute any of the
following invasive plants: (1) Curly leaved Pondweed (Potamogeton crispus); (2) fanwort
(Cabomba caroliniana); (3) eurasian water milfoil (Myriophyllum spicatum); (4) variable water
milfoil (Myriophyllum heterophyllum); (5) water chestnut(Trapa natans); (6) egeria (Egeria
densa); [and] (7) hydrilla (Hydrilla verticillata); [. Any person who violates the provisions of
this subsection shall be fined not more than.one hundred dollars. ] (8) common barberry
(Berberis vul axis); (9) autumn olive (Elaeagnus umbellata); (10) Bell's honeysuckle (Lonicera
xbella 11 amur honeysuckle (Lonicera maackii); (12) Morrow's honeysuckle (Lonicera
morrowii); (13) common buckthorn (Rhamnus cathartica)(14) multiflora rose (Rosa
multiflora); (15 Oriental bittersweet(Celastrus orbiculatus); (16) garlic mustard (Alliaria
petiolate); (17 narrowleaf bittercresstCardamine impatiens); (18) spotted knapweed
http://www.cga.state.ct.us/2004/act/Pa/2004PA-00203-ROOSB-00547-PA.htm 10/26/2004
AN ACT CONCERNING FINES FOR BANNED INVASIVE PLANTS. Page 2 of 2
(Centaurea biebersteinii)- 19) black swallow-wort (Cynanchum louiseae)L 20 ale swallow-
wort C nanchum rossicum). 21) leafy spurge Eu horbia esulaL(22) Dame's rocket (Hesperis
matronalis); (23) perennial pepperweed (Lepidium latifolium) 24 apanese knotweed
(Polygonum cuspidatum); (25 mile-a-minute vine (Polygonum perfoliatum); (26) fig buttercup
(Ranunculus ficaria); (27) coltsfoot (Tussilago farfara); (28) Tapanese stilt grass (Microstegium
vimineum); (29) common reed (Phragmites australis); (30) sycamore maple (Acer
pseudoplatanus); (31) princess tree (Paulownia tomentosa); (32) white poplar (Lulus alba
(33) false indig(Amorpha fruticosa); (34) Russian olive (Elea us angustifolia); (35)
wineberry (Rubus phoenicolasius); (36) kudzu (Pueraria montana); (37) Canada thistle
(Cirsium arvense); (38)-jimsonweed (Datura stramonium); (39) crested late-summer mint
(Elsholtzia ciliata); (40) Cypress spume (Euphorbia cyparissias); (41) slender snake cotton
(Froelichia gracilis); (42) ground ivy (Glechoma hederacea) 43 giant hogweed (Heracleum
mantegazzianum); (44) Tapanese hops (Humulus japonicus-45) ornamental jewelweed
(Impatiens glanulifera); (46) common kochia (Kochia scoparia); (47) ra ged robin (Lychnis flos-
cuculi); (48) Scotch thistle (Onopordum acanthium). 49) bristle knotweed (Polygonum
caespitosum); (50) giant knotweed (Polygonum sachalinense); (51) sheep sorrel (Rumex
acetosella); (52) ragwort (Senecio jacobaea); (53) cup plant(Silphium perfoliatum); (54
bittersweet nightshade (Solanum dulcamara); (55) garden heliotrope (Valeriana officinalis);
(56) hairy.jointgrass (Arthraxon hispidus); (57) drooping brome-grass (Bromus tectorum); (58)
Japanese sedge (Carex kobomugi); (59) reed mana rg ass (Glyceria maxima); (60) Canada
bluegrass (Poa compressa); and (61) tree of heaven (Ailanthus altissima .
b Notwithstanding the provisions of any ordinance adopted by a municipality, on or after
October 1, 2005, no person shall import, move, sell, purchase, transplant,cultivate or distribute
any of the following invasive plants: (1) Purple loosestrife (Lythrum salicaria); (2for eg t-me-
not M osotis scorpioides); (3) Japanese honeysuckle (Lonicera japonica); (4) goutweed
(Aegopodium podagraia); (5) flowering rush (Butomus umbellatus); (6) pond water-starwort
(Callitriche stagnalis); (7) European waterclover (Marsilea quadrifolia); 8 arrotfeather
M rio Alum aquaticum); (9) brittle water-nymph (Najas minor); (10) American water lotus
(Nelumbo lutea); (11) yellow floatingheart eart (Nymphoides peltata); (12) onerow yellowcress
(Rorippa microphylla); (13) watercress (Rorippa nasturtium-aquaticum), except for watercress
sold for human consumption without its reproductive structure; (14) giant salvinia (Salvinia
molesta); (15) yellow iris (Iris pseudacorus); (16) water lettuce (Pistia stratiotes); (17) border
Privet (Ligustrum obtusifolium); (18) tatarian honeysuckle (Lonicera tatarica); (19) dwarf
honeysuckle (Lonicera xylosteum); and (20) garden loosetrife (Lysimachia vul aris .
[(b)] ()From June 26, 2003, until [May 5, 20041 October 1, 2005, no municipality shall adopt
any ordinance regarding the retail sale or purchase of any invasive plant.
(d) Anyperson who violates the provisions of this section shall be fined not more than one
hundred dollars per plant.
Approved June 3, 2004
http://www.cga.state.ct.us/2004/act/Pa/2004PA-00203-ROOSB-00547-PA.htfn 10/26/2004
November 2, 2004
Certified#70041160000210595139
J. R. Russo&Associates
Attn: Jay Ursery
1 Shoham Road
East Windsor, CT 06088
RE: Appl. #04-63P—G& R Marine
Dear Mr. Ursery:
At the October 20, 2004 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application#04-63P—G&R Marine—Lot#12 Kimberly Drive—Inland
Wetland/Conservation Commission application for regulated activities in connection with the
construction of a 9,600 sq. ft. Industrial building,parking, stormwater system, and associated
improvements on property located northerly of Kimberly Drive. 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 October 20, 2009. 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.
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. We recommend a bond in the amount of$10,000 be submitted to the Planning&Zoning
Commission to ensure compliance with the erosion and sediment control measures.
G&R Marine
November 2, 2004
Page 2
7. Ensure that the proposed sediment chamber can be accessed for maintenance purposes.
8. A stormwater inspection and maintenance plan should be included on the plans.
9. Perimeter planting should include low growing habitat shrubs.
Very truly yours,
Elizabeth A. Warren, Chairperson
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
EW:dr
cc: Chief Building Official
r
BOND TRANSMITTAL
DATE:
CONTRACTOR/DEVELOPER 4"1-d / LP
NAME & ADDRESS 3 O bmjo
C- `
PROJECT LOCATION/ADDRESS42 �„ LOT
SUBDIVISION 1\ mrajU--K-k JCkj- rxlc
P&Z OR IWA/CC APPLICATION NUMBER 00
#S,000 t La n.etJCAP�n,.
AMOUNT OF BOND +/y
CHECK NUMBER jai
DEPARTMENT
SUBMITTED BY /ya l�I /�i l0
NAME DATE
RECEIVED BY FINANCE Q ,,,Q 41 � / 0
NAME DATE
SUB ACCOUNT NUMBER
S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc
10%" St4
y ~ -0 W n O-P ls-dt� V&U&iot
e
• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
�OSOR-c°�'� TELEPHONE (860) 644-2511
March 31, 2005
Mr. Richard Mellen
G&R Marine
1535 John Fitch Blvd.
South Windsor, CT 060747
Re:Preconstruction Meeting—App1'04-63P, G&R Mine March 30, 2005
Dear Mr. Mellen:
IN ATTENDANCE
Jeff Folger TOSW 1540 Sullivan Avenue 860 644-5211x 253
Karl Johnson . PDS Engineering. 107 Old Windsor Rd., Blmf 860 242-8586
Bernie Drabek TOSW 1540 Sullivan Avenue 860 644-2511 x241
Laurie Fiore Yankee Gas 112 Prospect Hill Rd, EW 860 292-2249
Mel Stead TOSW 157 Burgess Road 860 648-6366
Jay Ussery J.R. Russo 1 Shoham Road, EW 860 623-0569
Skip Lata Lata Construction 87 Maple Avenue, Ellington 860 875-3215
Denise Mazzoli Cox 170 Utopia Road, Manchester 860 643-5041
Joe Sgrignari SBC 40 Brainard Road, Hft 860 725-4393
Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 x253
Dick Mellen G&R Marine 1535 John Fitch Blvd 860 290-7855
Michele Lipe TOSW 1540 Sullivan Avenue 860 644-2511 x252
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).
F
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 Kimberly Drive. 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 Engineering 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,
required) 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. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to
paving and after subgrade formation.
7. 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.
8. 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.
9. Any problems and/or questions regarding construction of this project will be directed to
Skip Lata in the field at phone number 875-3215.
10. All filling to be done in accordance with Department of Transportation specifications. To
be compacted in maximum lifts and tested as necessary.
11. Job meetings will be held as needed, and can be called by the developer or Town.
12 Seventy-two (72)hours' notice needed for certificate of occupancy inspection.
13. 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.
14. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday.
15. No paving after October 15th or before April 15th without written approval from Director
of Public Works.
16. A street cut permit is needed for the driveway.
17. A drain layers permit is needed for the sewer lateral installation.
18. Extra care must be taken when compacting around structures such as catch basins and
manholes. These spots often become problem areas in the future due to settling, therefore,
the town staff/inspectors will be requesting additional compaction tests in these areas.
19. Sanitary lateral locations should be tied down to existing structures and shown on the
progress as-builts.
20. During construction of individual sanitary sewer laterals., the contractor shall prepare an as-
built sketch on standard form provided by the Engineering Department. This form should
be submitted to the design engineer/surveyor for their use in preparing the as-built plan.
The Engineering Department suggests that the contractor also show locations of foundation
drains and water laterals on this form.
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 $10,000.00 erosion and sedimentation bond and a $5,000.00 landscape bond must be
posted prior to the filing of mylars.
3. Mylars must go on files prior to the issuance of building permits.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting(if required) to be coordinated with the Fire Marshal.
Police Services
1. 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 through
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.
BuildingLDepartment
1. Plan review with Building Official/Fire Marshal required prior to application for building
permit. Coordinate with Chief Building Official.
Sincerely,
Michele R. Lipe, AICP
Assistant Director of Planning
MRL/kak
cc: Jeffrey Doolittle, Town Engineer
Karl Reichle, Public Works
Mel Stead, Public Works
Christopher J. Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
N
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER 'CONTACT 'PERSON DU* X*Lh n Phone NO;. 290,wZ&
Address Driya
Site Name "R Marine
Owner Dick sUen Phone No. L"=7833
Contractor . Lata CoastractiaM
Signature of Owner Datei -1QS
Signature of. Design Engpig Date $�-1�BS
CHANGE`: {(Descrbe locati09
on and ature of change. Include
Four (4 ) copies of plan/profile: of Change. )
Pave area shoMa 'as Drawsl �tac stomas
Reason for. Change: `(Why is change required')
To allay the *met easier C�►asa" of the
t s min s ar area
(See R*dU 6 Alamo
APPROVALS (As Required)
Dir. Of Planning Date::
Town Engineer n + Date=
bir. of Public .Wor. S Date:
Other:
STAFFCOMMENTSs
--... --
white - Town Engineer Yellow - Applicant':
Pink - Director of Planning Goldenrod:. Engineering Department
TOWN OF SOUTH WINDSOR
STAFF SITE' -CHANGE
FOR_ S.ITE--&_SUBDIVISION
GENERAL: w-- - ►/►, /f
CHANGE ORDER CONTACT PERSONS G K t"�f tl f PL Phone No. ZI?10 • 7y5 ��
Address +c� y It,
Site Name ► _� jj%krl(il 4?- P&Z No.
Owner b(G Phone No
Contractor �-el
Signature of Owner Dates
Signature of Design En r. Date: 1 /Z
CHANGE: (Describe location and nature of change. Include
Four (4) copies of plan/profile• of Change. ) ` 4
v
11
f'cs
': f5
�Reasonifor Change: (Why is change required)
D
APPROVALS: (As Required)
Dir. 'Of Planning '�` ;. Date: r' ice.
Town Engineer �u ,.r ` Date:
Dir- of Public Works Date:
Other: , Date
STAFF COMMENTS:
White - Town Engineer Yellow - Applicant
Pink - Director of Planning Goldenrod Engineering Department
,(0*1 SE4 _
O J
� U
9 wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR.CO AREA CODE 860/644-2511
November 28, 2005
Mr. Richard Mellen
G &R Marine
1535 John Fitch Boulevard
South Windsor, CT 06074
Dear Mr. Mellen:
Re:-Appl#04-63P, G&R Marine IWA/CC Bond Reduction
This is to advise you that the Planning and Zoning Commission voted on November 22,
2005 to reduce the IWA/CC bond to $2000.00.
A check for the reduction will be sent to you from the Town of South Windsor.
m erely,
Patrick Kennedy, Chairman
Planning and Zoning Commissio
PK/pmm
cc: Town Engineer
Chief Building Official
BOND RELEASE TRANSMITTAL
DATE:
APPLICANT NAME
ADDRESS
PROJECT LOCATION/ADDRESS LOT
P&Z OR IWA/CC APPLICATION NUMBER '"` 0'(-( 3kO
SUB ACCOUNT NUMBER Cj O U O(0
ORIGINAL BOND AMOUNT ,?, U 0 U g
Please release the bond indicated above as all of the required
work has been completed.
NAME DATE
BY
CHECK # ISSUED DA E
HAPlatming Department\HoLnes\forms\BOND RELEASE TRANSMITTAL 08-27-01.doc
10ViN Sfco
?d&a + v {
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�OSOR-CO TELEPHONE (860) 644-2511
August 17, 2006
Richard Mellen
3 Robinson Circle
Ellington, CT 06029
Dear Mr. Mellen
Re: App104-63P, G&R Marine Boat Storage Facility
This is to advise you that the Planning and Zoning Commission voted on August 15, 2006 to release the
IWA/CC bond in the amount of$2,000.00.
I
A check will be sent to you from the Town of South Windsor releasing your bond to the above referenced
amount.
Ve truly yours,
r`
Patrick Kennedy, Chairman
Planning and Zoning Commissions--
PK/pmm
cc: Town Engineer
i
10'N N Sf4
T19v n �So"u�(.-/L V&U&ot
co e F
O
G U,.l r
s &
wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
I�OsOR--co TELEPHONE (860) 644-2511
September 20, 2010
Mr. Richard Mellen
G&R Marine
3 Robinson Circle
Ellington Ct 06029
Dear Mr. Mellen:
Re: Appl.04-63P, GR Marine Landscape Bond Release
This is to advise you that the Planning and Zoning Commission voted on September 14, 2010 to release
the above mentioned bond in the total amount of$5,000.
A check will be mailed to you from the Town of South Windsor. If you have any further questions
contact the Planning Department at 644-2511, ext. 252. Thank you.
Very truly yours, f
�Oaj"i4)av
Patrick Kennedy, Chairman
PLANNING&ZONING COMMISSION
PK/ma
cc: Town Engineer
r'
i
BOND RELEASE TRANSMITTAL
DATE: 9-20-2010
APPLICANT NAME Richard Mellen
ADDRESS 3 Robinson Circle
Ellington CT 06029
PROJECT LOCATION/ADDRESS Kimberly Drive LOT
P&Z OR IWA/CC APPLICATION NUMBER 04-63P G k ("C&r,tl-.
SUB ACCOUNT NUMBER 500069
ORIGINAL BOND AMOUNT $5,000
Please Release $5,000
Please release the bond indicated above as all of the required
work has been completed.
� q- zj---� o
NAME DATE
so's _/O/ y LO BY (2LL
CHECK # ISSUED DATE
W.0anning Admin\PZC\Bonds\BOND RELEASE TRANSMITTAL 09-20-10.doc