HomeMy WebLinkAbout03-96 PEagle Run Site Plan - IWACC s
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R E C V7D
TOWN OF SOUTH WINDSOR DEC 1 9 2003
South Windsor
INLAND WETLANDS AGENCY
INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATION COh!SERVF�TION COMMISSION
Application# 03 96P Date Received I I 0
INSTRUCTIONS
1. Fifteen applications (15) with map and plans (2 copies) shall be submitted together with the fee set forth
in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See
Regulations, Section VII—X)
2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with
respect to the standards and criteria for application Evaluation. (See Regulations, Sections VII—X)
3. The applicant understands that this application is to be considered complete only when all information and
documents required by the Agency have been submitted. The applicant shall also complete the state filing
form.
A. Applicant's Name: 44414k(wo 6U u e lQ,f , /N G. clo AiQ- /Q m e r 4*tArm o
Address: l/0 EGG IW6 LOW k0A0, �,four'4 4hA(&rx , C( o6o 7�-
Phone: (home) (work) 0&0 10 f 5 (fax) o) 2-.P9• -11 L /
B. Legal owner's name: 46 AT9(146 W r
Address
Phone (home) (work) (fax)
(List additional owners, addresses, and phone numbers on back of application)
C. If the applicant is not the owner of the subject property; a letter by the owner(s) authorizing the proposed
regulated activity set forth in the application must accompany this form and will be part of the application.
-D. Project Name (if any) CA&t e AUAir
1. Contact Person(if further information is needed)
4 troko AS-fdaAr��, l�G.
Hu. 1jIGd'0d 4. �} qQ ,. (work)�8�0 ) �0��'71���(fax)� 8(Oo) 6b'�'
E. The geographical location of the property which is to be affected by the proposed regulated activities
including a description of the land in sufficient detail to allow identification of the property on the Inland
Wetland and Watercourse Map. nnn
Assessor's map # l t� Parcel# f3 Zone RJR,
7
t
1
i
F. Names of all abutting property owners from records in Town Clerk's office. (use separate sheet if
necessary) S66 AfrMtb wr
G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that
an application is pending before the Agency?
LJ ** (you are required to supply a copy of the letter with the list of the names of the abutters)."
H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet
and types of fill and the time element involved:
411 W �t ;rWW11U a R 4prMCO IX T ' AJW !d 6Wrt fth o Af J* PkOPER.-r�/ ok_
IfOIr�J 80 ae-r OF rift Pk. Ory.
A> O ,: V60PWAI( OF fW 0 (y 66 . NZ G4( �IGG6� Ga , 4 TfA(GG6 Pl�tG�4916.
0 G�w y
wt rf 4�J'6 Ar" t PrZ�F��n(�h , fro k1io Ur�GlT1eJ'.
TYPE of fu : ONO( 44fOWT , (4W646 f Q- AOAOA1-104,' , WN irX6 e rMfdll.
e 14 UV6D - AWX (z-/0 40Wl s
I. A class A-2 map of the property drawn to I"=40', showing the area to be developed, extent of the wetlands
and watercourses affected, topography, existing and proposed activities and names and locations of adjacent
property owners must be submitted.
J. Amount of regulated area disturbance and types of fill(including wetlands and
d regulated buffers). /f0A(e
K. Acreage of wetlands and watercourses in regulated areas to be altered:
L. Acreage of wetlands and watercourses to be created: �O�E
M. Lineal feet of proposed stream alteration: W4W6
N. Total land area of project and percentage,which is wetlands: �Qr Q �Q�A 78�0 AC�e
&JOD6401r . o AWS
O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the
proposed activity set forth in this application. (These may include but not be limited to, local Planning &
Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A D.O.T., The y Co s of Engineers, and any other
State,Local or Federal Permits.)� C'r A1 M -r vi(-! exe w : t L
,'rokq Ai rek, 1J'G a6c e 1 r' bE
P. The applicant (or designated representative) hereby attests that a sign will be posted at the following
location(s)
By Name
on or before the following date
8
y
ry
Signature: `�
These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see
Regulations, Section 7.3a)
The undersigned hereby applies for the regulated activities listed in paragraph H above, for a Inland Wetlands,
Watercourses and Conservation permit for the property described herein and confirms that:
1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations
of the Town of South Windsor.
2. She/he understands that at any time during the review period, the Agency may require the applicant to
provide more information about the wetlands and/or watercourses in question and/or any proposed activity.
3. All information submitted in the application for review shall be considered factual, or in the case of
anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct
information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for
revocation of any permit under these regulations.
4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and
Conservation Commission members and/or its representative to enter the portions of the premises which are
subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits
of the application both before and after a final decision has been issued
L1
i. ture of OwneiSof Property
Date/ / 2 O 3
Signafuof Applicant w g
Date ;''O-3
9
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� jKEYED TO THE OFFICIAL INLAND WEMANDS
' WMERCOURSES MAP '
ROAD
i BUILDERS,
SCALE. 1 INCH = 800 FEETm LAW, WA
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SOwN 8f�
Tiow� 0 sioa� ?d&U&Ot
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
OR-co TELEPHONE (860) 644-2511
To: Alford Associates
Windsor, CT 06095
From: Jeffrey H. Folger—Environmental Planner/Conservation Officer
Date: January 2, 2003
Re: App. #03-96P - Review of the proposed Eagle Run SRD—Revised Plans dated 12/31/03.
I have reviewed the proposed revised plan with the following additional comments:
Special sediment protection is needed around the yard drains. The effectiveness of the proposed
infiltrators can be significantly reduced by sediment entering the system. Please provide a detail
showing how these structures will be protected. I would recommend placing a ring of turf
around the drain cover and then erecting the silt fence surround.
The proposed sediment basin should be designed to maximize storm flows through the structure.
A minimum of a ten-minute residence time through the system during a 1.25" storm should be
the target. Please demonstrate that this can be achieved with the present design.
Please provide soil test pit data to verify the feasibility if the proposed infiltrators.
The perimeter landscaping plan should incorporate habitat plantings in the overall planting
scheme.
CC. Mannarino Builders
Town Engineer
Director of Planning
IWA/CC
r
REMA ECOLOGICAL SERVICES, LLc
164 East Center Street,Suite 8
Manchester,CT 06040
(860)649-7362
(860)647-8397(fax)
www.romaecological.com
December 3, 2003
Fairfield County Office:
6 Anthes Avenue
CT
Alford Associates, Inc. Sandy Hook, 270-7167162
(203) 2
P.O. Box 484 (203)364-0338(fax)
200 Pigeon Hill Road
Windsor,CT 06095
ATTN: Mr. Skip Alford
RE: Site Investigation:Active Adult Parcel
Nevers and Wood Pond Roads, South Windsor,Connecticut
RES Job#03821 SWN55
Dear Mr. Alford:
At your request on December P, 2003, a Rema Ecological Services, LLC (REMA) soil scientist
conducted a site visit at the above-referenced site. The purpose of the investigation was to verify the
absence or the presence of regulated wetland areas in accordance with the State of Connecticut Statutes.
The proposed development site is located to the east of Nevers Road and south of Wood Pond Road. The
study site is mainly forested with two existing residences along Nevers Road. The forested uplands are a
mix of hardwoods of varying ages and scattered evergreen trees. The majority of the site's tree canopy
has a range of closure from 45 to 70 percent with a moderate dense to open understory. Typical
vegetation encountered include, but are not limited to such species as oaks, hickory, white pine, black
birch, hemlock, red maple, and beech in the tree canopy. Sassafras, goldenrods, hickory, lowbush
blueberry,rattlesnake plantain, ground pines,and upland grasses dominate the understory.
The soils on the subject site were derived from glacial outwash (i.e. stratified sand) deposits. No poorly
or very poorly drained soils (i.e. regulated wetland areas) or watercourses were identified on the overall
property or within 100 feet of the property boundaries. The soils in the undeveloped upland areas ranged
from well drained to moderately well drained loamy soils.
Please call us if you have any questions on the above or need further assistance.
Respectfully submitted,
REMA ECOLOGICAL SERVICES,LLC
��--__ --
8,�
" A"
James M.McManus,MS, CPSS
Certified Professional Soil Scientist(No. 15226)
VIA FAX&FIRST-CLASS MAIL
G:II RES12003JOBS103821 SWN55-NeversRDisiteReport_ActiveAdult.doc
Soil&Wetland Studies 4 Ecology • Environmental Planning&Management • Permitting • Ecological Restoration&Habitat Mitigation • Expert Testimony
OWNERS OF PROPERTIES WITHIN 500 FEET OF
"EAGLE RUN" AC77VE ADULT COMMUNITY -
NOTE. ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, CT 06074,
UNLESS OTHERWISE NOTED.
PARCEL IDENTIFICA77ON OWNER MAILING ADDRESS
113 39 523 THOMAS J. & DIANE M. FERRICK 485 NEVERS ROAD
113 40 BRONISLAW & TEKLIA HANCHUK 510 NEVERS ROAD
113 41 BERNICE M. RUSSO 44 MILLER ROAD
114 3 ARTHUR D. & BARBARA E. WILLIAMS 80 MILLER ROAD
114 9 3 DIRK M. & BRENDA R. BAARS P.O. BOX 767
114 10 4 KEITH A. & PAMELA J. HOVLAND 47 CAMBRIDGE DRIVE
114 11 28 ROY & RISA L. FILKOFF 56 CAMBRIDGE DRIVE
114 12 29 KENNETH D. & ANN M. KEAVENY 44 CAMBRIDGE DRIVE
125 38 1 RICHARD L. & EMILY E. CARTER 605 NEVERS ROAD
125 49 DOUGLAS JOHNSON, TRUSTEE 33 MURIELLE DRIVE
125 50 11 SCOTT R. HUBBARD 39 WOOD POND ROAD
125 51 10 MARIA G. YONIKA 29 WOOD POND ROAD
125 52 9 FRANK W. & MARY DZEN 15 WOOD POND ROAD
125 55 DAVID A. PATRIA 565 NEVERS ROAD
125 56 2 DAVID PATRIA 565 NEVERS ROAD
125 64 CATHOLIC CEMETERIES ASSOCIATION 700 MIDDLETOWN AVENUE
OF THE ARCHDIOCESE OF NORTH HAVEN, CT 06473
HARTFORD INC.
126 61 27 GABE & JENNIE HATHORN 80 CAMBRIDGE DRIVE
126 62 5 WAYNE & DENISE SOMERO 53 CAMBRIDGE DRIVE
126 63 6 RALPH E. & BERTHA L. REUSS 69 CAMBRIDGE DRIVE
126 64 OS TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE
126 65 7 STEVEN R. & BARBARA S. BERGREN 77 CAMBRIDGE DRIVE
126 66 8 DEBORAH A. SHELBY 83 CAMBRIDGE DRIVE
126 78 2 JAMES T. & MONICA M. WHITE 132 WOOD POND ROAD
126 79 3 RALPH C. & AMY R. PATTERSON 120 W0OD POND ROAD
126 80 4 JOHN M. HALLORAN 110 WOOD POND ROAD
126 81 5 RICHARD D. HUBENY 100 WOOD POND ROAD
126 82 6 HILARY KOZLOWSKI 90 WOOD POND ROAD
126 83 7 MAXINE ELANSKY 80 WOOD POND ROAD
126 84 8 RONALD J. & DOLORES C. GIROUX 70 WOOD POND ROAD
126 85 12 ROBERT L. VETERE 49 WOOD POND ROAD
126 86 13 WALTER E., 11 & MARILYN M. EDSTROM 63 WOOD POND ROAD
126 87 14 GERALD R., JR. & DEBORAH A. TAVERNIER 73 WOOD POND ROAD
126 88 15 ANDREW A. & MAUREEN C. ZADANY 9 RUSTIC LANE
126 89 16 THOMAS & KATHERINE MAGEE 25 RUSTIC LANE
126 90 17 PAUL T. & ELIZABETH F. WICKS 35 RUSTIC LANE
126 95 22 KENNETH R. & KATHY L. JESKI 7 FOX HILL ROAD
126 101 28 ASHA SINGH 18 FOX HILL ROAD
126 102 29 MICHAEL D. & KATHERINE P. KASUN 105 WOOD POND ROAD
126 103 30 R. JAY & BARBARA MOLLEUR 117 WOOD POND ROAD
126 104 31 MARCIA LEE & JAMES E. JARVIS 125 WOOD POND ROAD
■ WILSON M.ALFORD,SR.,P.E.&L.S. '
■ WILSON M.ALFORD,JR.,P.E.&LS. ENGINEERS a SURVEYORS
■ CHRISTIAN L ALFORD,P.E.&L.S.
200 PIGEON HILL ROAD a P.O.BOX 484 i WINDSOR I CT 06M 0 PHONE(860)688-7288 is FAX(860)688-3M E ALFORD@SNET.NET
December 18, 2003
Property Owner
(Certified Mail)
Re: Proposed "Eagle Run"- An Active Adult Community
548 & 558 Nevers Road, South Windsor, CT
Applicant- Mannarino Builders, Inc.
Owners- Wendy J. Despard
and Jean K. Patria
Dear Property Owner:
In accordance with Section 7.313 of the "Town of South Windsor Inland
Wetland/Watercourse and Conservation Regulations" and in accordance with
Section 3.20 of the "South Windsor Zoning Regulations", we are required to
notify you that applications have been filed on the property abutting yours or
within 500 feet and are subject to hearings by the Inland Wetlands Agency/
Conservation Commission and the Planning and Zoning Commission. The
applications and plans are on file with the South Windsor Planning Department.
As an abutting property owner, you are invited to the hearings 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 hearing if
you so desire. For further information regarding the specific date this will be
heard, please contact the Planning Department or Jeff Folger, Environmental
Planner/Conservation Officer at 644-2511, ext. 252 or 229.
Thank you.
Very truly yours,
4AA-- k - 404-1�-
Wilson M. Alford, Jr.
Alford Associates, Inc.
Alford Associates,
■ WILSON M.ALFORD,SR.,P.E.&L.S.
■ WILSON M.ALFORD,JR.,P.E.&L.S. ' ENGINEERS Ar SURVEYORSPLANNERS
■ CHRISTIAN L ALFORD,P.E.&L.S.
200 PIGEON HILL ROAD ■ P.O.BOX 484 ■WINDSOR ■ CT 06095 ■ PHONE(860)M7268 ■FAX(860)688.3M ■ALFORD@SNET.NET
December 18, 2003
Inland Wetlands Agency /
Conservation Commission
Of the Town of South Windsor
c/o Mr. Jeffrey H. Folger,
Environmental Planner/Conservation Officer
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Re: Pending Application
Site- 548 & 558 Nevers Road
Applicant- Mannarino Builders, Inc.
Dear Mr. Folger:
As owner of one of the properties that comprise the proposed development,
am giving consent to the proposed activities set forth in the pending application.
Very truly yours,
Wendy J. Despard
Owner of property at #548 Nevers Road
Alford Associates, Inc.
■ WILSON M.ALFORD,SR.,P.E.&LS.
■ WILSON M.ALFORD,JR.,P.E.&L.S. ' ENGINEERS AV SURVEYORS
■ CHRISTIAN L ALFORD,P.E.&L.S.
200 PIGEON HILL ROAD ■ P.O.BOX 484 ■ WINDSOR ■ CT 0609.5 ■ PHONE(860)M7288 ■FAX(S60)688-UN ■ALFORDQSNET.NET
December 18, 2003
Inland Wetlands Agency /
Conservation Commission
Of the Town of South Windsor
c/o Mr. Jeffrey H. Folger,
Environmental Planner/Conservation Officer
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Re: Pending Application
Site- 548 & 558 Nevers Road
Applicant- Mannarino Builders, Inc.
Dear Mr. Folger:
As owner of one of the properties that comprise the proposed development, I
am giving consent to the proposed activities set forth in the pending application
Very truly yours,
J
Jean K. Patria
Owner of property at#558 Nevers Road
<Cw N 8
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C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
OR.CO TELEPHONE (860) 644-2511
To: Alford Associates
Windsor, CT 06095
From: Jeffrey H. Folger—Environmental Planner/Conservation Officer
Date: December 23, 2003
Re: App. #03-96P - Review of the proposed Eagle Run SRD—Plans dated 12/18/03.
I have reviewed the proposed plan with the following initial comments:
Perimeter erosion controls must be placed along the northern edge of construction.
Silt fence must be shown along the toe of the proposed cut slope.
Proposed catch basins should have 4-foot sumps incorporated to maximize sediment retention.
The detail sheet and the narrative show 2-foot sumps.
Special sediment protection is needed around the yard drains. The effectiveness of the proposed
infiltrators can be significantly reduced by sediment entering the system. Please provide a detail
showing how these structures will be protected. I would recommend placing a ring of turf
around the drain cover and then erecting the silt fence surround.
The proposed sediment basin should be designed to maximize storm flows through the structure.
A minimum of a ten-minute residence time through the system during a 1.25" storm should be
the target. Please demonstrate that this can be achieved with the present design.
The detail for the basin should include the topsoil mix for the bottom of the basin. The mix
should include 12 inches of topsoil mixed with leaf compost, 30%by volume. This high organic
soil will not only provide an excellent growing medium,but will also work as a filter by
adsorbing metal and other contaminants found in stormwater.
Interior erosion controls should be placed n the plan to be installed during construction.
Drainage ways between houses are proposed that will require measures to slow stormwater prior
and during seed establishment.
Please provide soil test pit data to verify the feasibility if the proposed infiltrators.
The following are initial comments from Town Staff regarding zoning and engineering
issues:
A traffic report is needed.
Drainage computations are needed.
Architectural elevations are needed.
A Landscape Architect must stamp the landscaping plans.
The ownership of the open space parcel to the north must be resolved.
A lighting plan must be submitted.
Road profiles must be submitted.
Is the application a subdivision or a free split?
"As these plans are so incomplete, the application will not be officially received nor will staff
review commence until all required information has been submitted."
CC. Mannarino Builders
Town Engineer
Director of Planning
IWA/CC
p`10wN sf7
-0� 0-1 s�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
��Osoe.co TELEPHONE (860) 644-2511
To: Alford Associates
Windsor, CT 06095
From: Jeffrey I I. Folger—Environmental Planner/Conservation Officer
Date: December 30, 2003
Re: App. #03-96P -Review of the proposed Eagle Run SRD—Plans dated 12/18/03.
I have reviewed the proposed plan with the following additional comments:
Neighbors on the north side of Wood Pond Road report water in their yards during periods of
high water. This situation will have to be taken into account when determining whether to
provide onsite detention.
The perimeter landscaping plan does not incorporate habitat plantings in the overall planting
scheme,
CC. Mannarino Builders
Town Engineer
Director of Planning
IWA/CC
ALFORD ASSOCIATES,INC.
HYDRAULIC ANALYSIS
AREA DESIGN DISCHARGE PIPE IPIPE PIPE VELOCITY ✓
CB/MH GROSS AREA "C" C*A Tc "I" YEAR "Q"SIZE PIPE PIPE LENGTH CAPACITY FULL
TO INC. TOT INC TOT INC ITOT IN/HR STOR CFS INCHES TYPE SLOPE (FEET) CFS FT/SEC N
FE 4A 0.421 0.42 0.23 0.10 0.10 101 10 4.80 101 0.46
TO 10.00 HI-Q 3.30 46.00 5.16 9.46 0.010
CB 2
CB 1 0.19 0.19 0.61 0.12 0.12 _101 10 4.80 10 0.55
TO 10.00 HI-Q 2.90 107.00 4.84 8.87 0.010
CB 2 0.21 0.82 0.36 0.08 0.29 10 10 4.80 10 1.38
TO 12.00 HI-Q 0.90 250.00 4.39 5.58 0.010
CB 3
FE 4 23.50 23.50 0.231 5.44 5.44 65 65 1.80 101 9.78
TO 24.00 RCP 0.60 113.00 15.19 4.84 0.015
CB 3 0.49 24.81 0.56 0.27 6.00 65 65 1.80 10 10.79
TO 24.00 RCP 0.40 45.00 12.40 3.95 0.015
CB 4
YD C 4.23 4.23 0.23 0.97 0.97 15 15 3.95 10 3.82
TO 12.00 HI-Q 1.00 4.62 5.89 0.010
CB 6 0.86 5.09 0.57 0.49 1.46 15 15 3.95 10 5.77
TO 15.00 HI-Q 1.00 21.00 8.39 6.83 0.010
CB 7
YD D 1.12 1.12 0.23 0.26 0.26 11 11 4.70 10 1.23
TO 12.00 HI-Q 2.00 6.54 8.32 0.010
CB 7 0.43 6.64 0.46 0.20 1.92 11 11 4.70 10 9.01
TO 18.00 HI-Q 0.50 296.00 9.65 5.46 0.010
CB 4 0.99 32.44 0.45 0.45 8.36 65 65 1.80 10 15.05
TO 24.00 RCP 0.70 21.00 16.41 5.22 0.015
CB 5 0.81 33.25 0.59 0.47 8.83 65 65 1.80 10 15.90
24.00 RCP 0.67 121.00 16.05 5.11 0.015 o z
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MANNERINO-12-03-28-ACTIVE ADULT
1/2/2004 YD 1
■ WILSON M.ALFORD,SR.,P.E.&LS. it
■ WILSON M.ALFORD,JR.,P.E:&L.S. ENGINEERS AV "
S AF PLANNERS
■ CHRISTIAN L.ALFORD,P.E.&L.S.
200 PIGEON HILL ROAD f P.O.BOX 484 ■ ENDSOR i CT 06095 ■ PHONE @60)68&7288 ■FAX 060)688-3485 1 ALFORD@SNET.NET
RETENTION TIME IN BASIN FOR 1.25" RAINFALL
INTENSITY IS 1.25" IN 65 MINUTES
65 MINUTES
OR 1.08 HOURS
INTENSITY IS 1.15 INCHES PER HOUR (1.25/1.08)
FLOW RATE INTO BASIN IS Q=ACI
A= 34.5 ACRES
C= 0.265
1= 1.15 INCHES PER HOUR
Q= 10.549 CFS
TIME ACROSS 13ASIN
DISTANCE= 90 FEET
Q= VA
A= 75.35
V= Q/A 0.14 FEET PER SECOND
TIME= DISTANCE/RATE 642.9 SECONDS
OR 10.7 MINUTES
MANNERINO-12-03-28-ACTIVE ADULT 1/2/2004
EAGLE RUN-NEVERS ROAD
02-Jan-04 DETENTION BASIN
HEAD IN FEET ABOVE FLOW LINE ELEV FLOW LINE OU 177.87
FLOW OUT IN CFS 22 "PIPE
HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CO
0 0.0 177.87 0 0
0.72 4.0 178 900 39
1.34 8.0 179 8500 4094
2.06 12.0 180 9800 13237
3.05 16.0 181 11130 23695
4.26 20.0 182 12520 35513
YEAR NTENSI MAX IN MAX OUT MAX EL. DRAINAGE AREA= 34.50
100 2.4 21.98 16.80 181.20 RUNOFF COEFF= 0.27
50 2.2 20.15 15.60 180.90 TIME OF CONCENTq 65
25 1.9 17.40 13.60 180.40 INTENSITY= 1 2.4
10 1.7 15.57 12.40 180.10 ANALYSIS FOR 100 YEAR STO
2 1.0 9.16 7.60 179.20 PEAK FLOW IN= 22.0
INTENSITY 2.4 100 YEAR STORM
TOTAL TOTAL WATER
TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV
0 0 0 0 857 0.3 1.6 178.2
13 4.4 1714 1248 466 0.2 1.2 178.1
26 8.8 6858 2184 4674 1.1 6.4 179.0
39 13.2 15430 7176 8254 1.5 8.8 179.4
52 17.6 27431 14040 13391 2.1 12.0 180.0
65 22.0 42861 23400 19461 2.6 14.0 180.5
78 19.4 58998 34320 24678 3.1 16.0 181.0
91 16.8 73118 46800 26318 3.3 16.8 181.2
104 14.2 85222 59904 25318 3.2 16.4 181.1
117 11.6 95310 72696 22614 2.9 15.2 180.8
130 9.1 103382 84552 18830 2.6 14.0 180.5
143 6.5 109437 95472 13965 2.1 12.0 180.0
156 3.9 113476 104832 8644 1.5 8.8 179.4
169 1.3 115500 111696 3804 1.0 5.6 178.9
182 0.0 116007 116064 0 0.0 0.0 177.9
195 0.0 116007 116064 0 0.0 0.0 177.9
208 0 116007 116064 0 0.0 0.0 177.9
221 0 116007 116064 0 0.0 0.0 177.9
234 0 116007 116064 0 0.0 0.0 177.9
247 0 116007 116064 0 0.0 0.0 177.9
260 0 116007 116064 0 0.0 0.0 177.9
273 0 116007 116064 0 0.0 0.0 177.9
286 0 116007 116064 0 0.0 0.0 177.9
299 0 116007 116064 0 0.0 0.0 177.9
312 0 116007 116064 0 0.0 0.0 177.9
325 0 116007 116064 0 0.0 0.0 177.9
338 0 116007 116064 0 0.0 0.0 177.9
351 0 116007 116064 0 0.0 0.0 177.9
364 0 116007 116064 0 0.0 0.0 177.9
377 0 116007 116064 0 0.0 0.0 177.9
390 0 116007 116064 0 0.0 0.0 177.9
403 01 116007 1 116064 1 ol 0.0 1 0.0 1 177.9
z
! i fill •
■ WILSON M.ALFORD,SR.,P.E.&LS.
■ WILSON M.ALFORD,JR.,P.E.&LS. ENGINEERS Z SURVEYORS N PLANNERS
■ CHRISTIAN L.ALFORD,P.E.&L.S.
200 PIGEON HILL ROAD 0 P.O.BOX 484 2 WINDSOR I CT 06095 ■ PHONE(860)688-7288 ■FAX @60)688-U85 I ALFORD@SNET.NET
EAGLE RUN-NEVERS ROAD
2-Jan-04
AREA= 34.50 ACRES
EXISTING C= 0.22
Tc= 65 MINUTESI100= 2.4 INCHES PER HOUR
EXISTING FLOW= A*C' 18 .50 CFS
AFTER DEVELOPMENT
FROM BASIN 16.80
EXISTING FL 18.50 CFS
INCREASE -1.70 CFS OR -9.2%
MAN NERINO-12-03-28-ACTIVE ADULT
INCREASE RATE
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9 . 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
'�rtioSOR.Cow AREA CODE 860/644-2511
January 13, 2004
Certified#70020510000081151560
Alford Associates, Inc.
Attn: Wilson M. Alford, Jr.
200 Pigeon Hill Road
P.O. Box 484
Windsor, CT 06095
RE: Appl. #03-96P—Eagle Run Senior Residence Development,548-558 Nevers Road,
RR Rural Residential zone
Dear Mr. Wilson:
At the January 7, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved application#03-96P—Eagle Run Senior Residence Development—548-558 Nevers
Road—Inland Wetland/Conservation Commission application for the construction of a 20-unit
Senior Residence Development on 7.8 acres,private road, stormwater structures, and associated
improvements on property located easterly of Nevers Road, and southerly of Wood Pond Road.
RR Rural Residential zone. 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 January 7, 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$20,000 be submitted to the Planning&Zoning
Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
Eagle Run Senior Residence Development
January 13, 2004
Page 2
7. We recommend a bond in the amount of$10,000 be submitted to the Planning &Zoning ,
Commission to ensure establishment of the bio-filtration system.
8. The design for the detention basin outlet must meet the approval of the Town Engineer.
9. Habitat plantings to be used for additional screening should be reviewed and approved by
Town staff.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
� a A �n
Elizabeth A. Warren, Chairperson
EW:dr
cc: Mannarino Builders
SOUTH WINDSOR,CT.06074
PH.860-289-7055 03—94--
FAX.860-289-7.121 1
• LIC#01028
• WEBB SITE:www.mannarinobuilders.com
MANNARINO BUILDERS, INC.
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101V07
Town of South Windsor
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Planning Department,Michelle Lipe
1540 Sullivan Avenue
South Windsor,Ct.06074 i€_ �<,
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RE: Eagle Run Bond Releasle
10TMX PLANNING DEPT.
Dear Michele,
Our anniversary date for Eagle Run is Wedesday October 24,2007.We have contacted
Bernie Drabek to inspect the final item to be completed.Please accept this letter as a formal
request to release the final bond at your next available Planning and Zoning meeting.If you have
any questions or need additional information please contact me.
S[ncer�lyT
rise,arino
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