HomeMy WebLinkAbout15-61P Tall Oaks Acres Subdivision TOWN OF SOUTH WINDSOR
PLANNING &ZONING COMMISSION
ff APPLICATION FORM RECEIVED
Application Number: 1
Official Receipt Date: NOV 17 2015
Munis Application #: 0 0 150 1(O { SOUTH WINDSOR PLANNING DEPT.
APPLICANT: Stephen&Elizabeth Wisneski
PROJECT NAME: Tall Oaks Acres
COMPLETE LOCATION OF PROPERTY: 2995&2999 Ellington Road South Windsor,CT
OWNER OF RECORD ON LAND RECORDS: Stephen&Elizabeth Wisneski
OWNER ADDRESS: 2985 Ellington Road South Windsor,CT 06074
GIS PIN # 30302985 ZONE RR
NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Peter R. DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor,CT 06074
860-291-8755 pdemallie@dpinc.co Estimated presentation time: 15 min.
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing and Certificate of Mailing Required)
❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
(� Subdivision ® Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Subdivision
❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required)
❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft
❑ General Plan of Development
❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for
❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for
❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for
❑ Detached In Law Apartment or ❑Accessory Apartment (Public Hearing and Certificate of Mailing Required)
❑ Major Home Occupation (Certificate of Mailing Required) for
❑ Other (explain in detail)
*An Application Pending Sign is required to be posted on the property for all applications ten (10) days
llBB prior to being heard by the Commission.
Si ture of Applicant Si ture of Property Owner
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH
H VANDSOR,CT 06074
PHONE:860.291.8755
FAX:8onalsi .8757
c.com
vwvw.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS I GIS ANALYSTS I LANDSCAPE ARCHITECTS
Serwng Connecticut, Massachusetts, *Rhode Island
•
•
•
•
LETTER OF TRANSMITTAL
To: Michele Lipe Date: 11/17/2015 DPI Project No. 3485
Director of Planning Re: Tall Oaks Acres
Town of South Windsor 2995&2999 Ellington Road
South Windsor, CT
WE ARE SENDING YOU: ISI Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
•
•
• COPIES DATE NO. DESCRIPTION
•
1 PZC Application Form
2 Subdivision Checklist
4 11/17/15 Storm Drainage Report
6 11/17/15 sets of plans
1 Check for$160&$460 application fees
15 IWA Application and Wetlands Repors
• These are transmitted as checked below:
® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval
• ❑ For your use ❑ Make corrections ❑ Submit copies for distribution
❑ As requested ❑ Revise and Submit ❑ Return corrected prints
❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us
• REMARKS:
NUV 1 .f U15
• 8"WINDSOR PLANNING DEPT.
:
RECEIVED
NOV 17 2015
South Windsor
• INLAND WETLANDS AGENCY
CONSERVATION COMMISSION
• SIGNED: CC:
Daniel H. Jameson, E.I.T.
1
TOWN OF SOUTH WINDSOR
CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS
SUBDMSIONS/RESUBDMSIONS
APPLICANT Steven&Elizabeth Wisneski
PROJECT NAME Tall Oaks Acres
This checklist must be signed by plan preparer(P.E/L.S) declaring that all required information
is provided. Place a check mark for each item supplied.
Subdivision
Minor Regular
I. PROJECT-PLOT INFORMATION
A. General Information
x 1. Appl. &owner name, address x x
x 2. Engineer&land surveyor name, address, license no.
&seal x x
x 3. Key map at 1" = 100'scale showing location of tract
with reference to surrounding properties, streets,
municipal boundaries, etc., within 500'. Key map
must include: x x
x a. Outline of buildings.
x b. Layout of streets and lots.
x c. Surrounding property boundaries-within 500
feet.
x d. Names of abutting property owners.
N/A e. Proposed open spaces and recreation areas.
x f. Driveway cuts on abutting properties and any
properties across from proposed site
2
Subdivision
Minor Regular
x g. Distance to and name of nearest intersection
street.
x
4. A schedule of required and provided zoning district
requirements including lot area, lot frontage, lot
depth,yard setbacks, open space. variances granted,
etc. x x
x 5. North arrow and scale. x x
x 6. Appropriate certification block. x x
x 7. Date of original drawing and all revisions. x x
x 8. Name of development. x x
B. Plot plan at I" = 40'scale an standard 18"x 24' or 24"x
36"sheets with a 1/2' ruled margin containing the
following data. Developments which require more than
two 24"x 36" sheets may submit the plot plan at 1" =
100' scale. x x
x 1. Metes and bounds description showing dimensions,
bearings, curve data, length of tangents, radii, arcs,
chords, and central angles for all centerlines and
rights-of-way, and centerline curves on streets.
Monuments are required at corners and angles of all
new streets and new street lines, at all points of
curvature and tangency, and at critical corners and
angles of all new Town open space. Coordinates for
monuments shall be in tabular form. x x
x 2. CGS datum shall be used on all subdivisions
accessible to controls. The Town Engineer shall
determine the accessibility of these controls.
x
3. Lot layout numbers, square footage of all lots, and
all lot dimensions. Iron pins are required at all
property angle points. No lots shall be divided on 2
sheets. x x
x 4. Yard setbacks dimensioned. x x
x 5. Easements, noting grantors, grantees and purpose. x x
must be shown in table format, e.g, below
Grantor Grantee Type of Date Filed Vol/Pg
Easement
3
Subdivision
Minor Regular
N/A 6. Development phasing, if proposed. x x
X 7. Names of abutting property.owners. x x
X 8. Proposed street names(use approved list of
names). x x
N/A 9. All open space reserved for common
or public uses. x x
X 10. Appropriate A-2 cer ification &LS seals. x x
II Topographic map at same scale as plot plan containing all
data included on the plot plan plus the following:
X 1. All existing structures, streets, wetlands and existing
watercourses, or other environmentally structs
sensitive areas, including enough data streets x
beyond property boundaries to allow a wetinds
reasonable evaluation of the property's fldpin
ecological relationship to surrounding
areas, 100 yr. floodplain. x
X 2. Existing and proposed contours to extend a x
sufficient amount beyond subject
property, to determine the effects on the property
as follows (town mapping): 100' x
up to 3% grade: Y contour interval
3% grade &over; 2'contour interval
X 3. Boundary limits, nature, and extent of
wooded areas, specimen trees, and other
significant physical features. x x
X 4. Existing system of drainage of subject site
and of any larger tract or basin of which
it is a part (can use Town stormwater x x
study).
X 5. Drainage area map. * x
X 6. Drainage calculations * x
X 7. Perc test data, preliminary indication of septic
system feasibility if individual sanitary * x
sewerage systems provided.
♦ 4
Subdivision
Minor Regular
8. Proposed utility infrastructure plans, including
sanitary sewer. water, storm water management. * x
x 9. Spot and finished elevations at all property
comers, comers of all structures or dwellings,
or proposed first floor elevations x x
10. Construction details (per standard specs.) * x
11. Road and paving cross-sections (per, standard
specs). * x
N/A 12. Proposed street names. x x
x 13. Landscape plan and details. x x
14. Site identifications signs, traffic control signs, and
directional signs. * x
15. Sight triangles at new road intersections. * x
x 16. Sight triangles at driveway entrance x x
(where there may be a question)..
17. Vehicular and pedestrian circulation patterns (less
detail necessary for preapplications, concept plan,
and general plan of development. * x
III . Plans and profiles (1" = 40'horizontally
and 1" = 4'vertically) showing the following: x
a. Layout of streets in sections
coordinated by stations with the profile. x
b. Street plan showing roadways,
drainage, and partial lot lines x
i
5
Subdivision
Minor Regular
c. Profile of roadway showing existing and
finished grades, all tangent grades, and all
vertical curve information x
d. Profile will show all catch basins and all
drainage lines between catch basins with all
invert and top of frame elevations. Drainage
pipe material to be described. x
e. Typical/critical cross-sections where grading is
outside street right-of-way or is at street right-
of-way. x
f. Where any storm drainage line discharges into
an existing brook, sufficient profile of this
brook will be shown to determine conditions. x
g. Profiles shall show all sanitary sewer lines and
manholes, including pipe material, elevations,
sizes, lengths, and slopes of pipes. Top of
foundation elevations for habitable buildings
shall be shown. * x
15. Traffic report(by traffic engineer)
16. Open space site improvement plan. * x
17. Architectural elevations/information per Sect. 8.70
of the zoning regulations
* - if required by Town Engineer
ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME
OF SUBMISSION.
Andrew Krar, P.E. Date 11/17/2015
Plan Preparer(PE/LS)
February 2002; updated 7/28/05; updated 6/7/11
W:\Planning Admin\Forms\Check Lists\Subdivisions Check Ust.doc
i
I
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH WINDSOR,CT 06074
PHONE:860.291.8755
• FAX:860.291.8757
www.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS I GIS ANALYSTS I LANDSCAPE ARCHITECTS
Serving Connecticut,Massachusetts,&Rhode Island
November 17, 2015
CERTIFIED MAIL
Re: Tall Oaks Acres
•
2995 & 2999 Ellington Road, South Windsor CT
Inland Wetlands&Watercourses/Planning&Zoning Applications
• Dear Abutting Property Owner:
In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands, Watercourses,
and Conservation Regulations", we are required to notify you that an application has been filed on
the property abutting yours and it 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.
Furthermore, in accordance with the Rules & Regulations of the South Windsor Planning &
Zoning Commission, you are hereby notified that an application has been filed on the property
located at 2995 and 2999 Ellington Road, abutting your property, which will be the subject of a
meeting by the Planning & Zoning Commission. The application and plans are on file with the
South Windsor Planning Department.
As an abuttingproperty owner you are invited to the hearin s /meetin s to ask questions and/or
P p Y Y g( ) g( )
give comments, however, you are not required to attend. You may also submit written comments
regarding the application(s) prior to the meeting if you so desire. For further information
regarding the specific hearing date of the Planning & Zoning application, please contact Michele
Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252.
For further information regarding the specific hearing date for the Inland Wetlands &
Watercourses Application, please contact Jeff Folger, Environmental Planner/Conservation
Officer, Planning Department, 860-644-2511, ext. 229.
:
• If you have any questions regarding the specifics of the plans, please feel free to contact our office
at 860-291-8755. Thank you.
Sincerely,
DESIGN PROFESSIONALS, INC.
•
•
•
Peter R. DeMallie
President
Cc: Town of South Windsor
Client
TOWN OF SOUTH WINDSOR,CONNECTICUT
Parcel ID Site Address Owner Name Mailing Address Mailing City State Mailing Zip
30302990 2990 ELLINGTON ROAD CONN WATER COMPANY 25 North Road East Windsor CT 06088-0000
30302974 2974 ELLINGTON ROAD FELICE JOHN J & 2974 ELLINGTON ROAD SOUTH WINDSOR CT 06074-0000
303OR169 R169 ELLINGTON ROAD CLARK JEFFREY D&VALERIE J 94 WAPPING WOOD RD ELLINGTON CT 06029-0000
52800225 225 LAWRENCE ROAD MURPHY EMILY MARIE&ADAM 225 LAWRENCE ROAD South Windsor CT 06074-0000
30302965 2965 ELLINGTON ROAD SOUTH WINDSOR SWIM &TENNIS CLUB P 0 BOX 534 SOUTH WINDSOR CT 06074-0000
SOUTH WINDSOR LAND CONSERVATION TRUST
63600190 190 NIEDERWERFER ROAD IN PO BOX 415 EAST WINDSOR HILL CT 06028-0000
52800175 175 LAWRENCE ROAD SOUTH WINDSOR TOWN OF 11540 SULLIVAN AVE SOUTH WINDSOR CT 06074-0000
92350050 50 VINCENT CIRCLE I LOWRY ALEXANDRA S 150 VINCENT CIRCLE ISOUTH WINDSOR CT 06074-0000
4 J5r (o1P
r
NOV 17 2015
ggor,Windsor
L
NLAND WET�ANDs AGENCY
pNSERVATION COMMISSION
' RECEIVED
NUV 17 2015
SOUTH V+IINDSOR PLANNING DEFT.
' Storm Drainage Computations
Steven & Elizabeth Wisneski
' Tall Oaks Acres
2995 & 2999 Ellington Road
' South Windsor, Connecticut
1
1
1
b Prepared :
P Y
' Design Professionals, Inc.
21 Jeffrey Drive, PO Box 1167
' South Windsor, CT 06074
WWI
November 17, 2015
' Table of Contents
' Section Pa Lye
Introduction 1
' Pre-Development Conditions 1
Post-Development Conditions 1
Analysis of Results 2
' Water Quality 2
Conclusion 2
Appendices
A Watershed Computations (Pre-Development Conditions)
B Watershed Computations(Post-Development Conditions)
' C Design Criteria
D Drainage Area Maps
Existing Conditions(DA-1)
' Proposed Conditions(DA-2)
1. Introduction
Steven and Elizabeth Wisneski are proposing to develop a 3.50 acre parcel of land
located on Ellington Road in South Windsor, Connecticut. The proposed work will
' disturb approximately 76,750 SF of the parcel, 1,674 SF of which has been classified as
wetlands. The proposed development will include construction of two four bedroom
single family homes with an associated shared paved driveway, subsurface utilities, and
' landscaping for wetland mitigation. Refer to the site plan drawings, entitled—"Tall Oaks
Acres, 2995 &2999 Ellington Road, South Windsor, Connecticut, prepared by Design
Professionals, Inc, dated November 17, 2015", as amended, for information regarding the
' proposed property development.
2. Pre vs Post Development Comparisons
' The surficial characteristics of the site can primarily be classified as woodlands. The
entire site drains west to east across the parcel to the existing wetlands. Refer to the
' Existing Conditions Drainage Area Map included in Appendix D for watershed
delineations.
In order to establish a hydrologic comparison between pre- and post-development
conditions, an evaluation was performed to quantify the peak volume of stormwater
discharge to the identified discharge point within the site. The NRCS as outlined in the
' USDA TR-55 Manual, was followed in predicting the peak rates of runoff and volumes.
Hydraflow Hydrographs (version 2013) computer modeling software was used as
application. Refer to Appendix C for design criteria implemented.
' The peak volumes of stormwater discharging to the wetlands were determined for the 2-,
10-, 25-, and 100-year storm events. Refer to Appendix A for the pre-developed
conditions watershed computations.
' 3. Post Development Site Conditions
' The two homes proposed by Steven and Elizabeth will slightly increase the impervious
coverage on the parcel. In order to control increases in stormwater volume due to
increased impervious coverage, strategically placed rain gardens are proposed to detain
' stormwater flows. The raingarden's were sized to provide a total storage volume equal to
the commutated increase in stormwater volume leaving the development for the 10-year
storm. Our analysis demonstrated an increase of 1,686 cfs and 1,128 cfs for Lots 1 &2
' 10-yr storm events respectively. The proposed rain garden for the Lots 1 and 2 were sized
to provide at minimum 1,836 cfs and 1,487 cfs respectively. All proposed drainage
watershed analysis computations can be found in Appendix B. Refer to the Proposed
' Conditions Drainage Area Map included in Appendix D for watershed delineations.
1
4. Analysis of Results
' Hydraulic conditions related to storm drainage were evaluated for both proposed and
existing conditions using Hydraflow Hydrographs(version 2013) computer modeling
' software to determine peak discharge rates of runoff leaving the developed site. Based on
modeling from existing conditions, one discharge location was identified as a point of
interest for assessing downstream effects. The following table contains the data generated
' from the Hydraflow software:
TABLE 1
Peak Volume of Stormwater Discharge
Runoff Volume
Storm Pre-developed Post-developed Net Change
Watershed Event Condition Condition Rate of Runoff
' Area (Year) (ft) (ft) (ft)
2 2,291 728 -1,563
' DP#1—To Wetlands 10 6,880 6,572 -308
(Conservation Area) 25 9,973 10,286 313
100 16,154 17,464 1,310
4. Water Ouality
' All stormwater discharging from the developed site will so in a sheet flow condition over
the proposed lawn areas. We expect the overland conveyance of stormwater to help in the
' reduction of hydrocarbons and other contaminates that may be present on the proposed
driveway surface.
' 5. Conclusion
It is our opinion that the proposed stormwater management design as presented herein
' and on the accompanying site plans, will not pose any significant detrimental impacts to
the environment surrounding the site.
2
1
APPENDIX A
Watershed Computations
(Pre-Development Conditions)
' 1
Watershed Model Schematic HydraflowHydrographs Extension for AutoCAD®Civil 3D®2013byAutodesk,Inc.v10
2
1
1
1
1
1
' Project: 3485- Existing Conditions.gpw Tuesday, 11 /17/2015
' 2
Hydrograph Return Period Regg
y ow Hydrographs Extension for AutoCAD@ Civil 3138 2013 by Autodesk,Inc.00
Hyd. Hydrograph Inflow Peak Outflow(cfs)
Hydrograph
No. type hyd(s) Description
' (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 SCS Runoff ---- ------- 0.094 ---- 0.319 0.529 0.863 1.193 1.554 LOT#1
' 2 SCS Runoff ------ ----- 0.184 ----- 0.456 0.679 1.017 1.337 1.678 LOT#2
3 Combine 1,2 ------- 0.273 ------- 0.769 1.203 1.874 2.530 3.230 DP#1-Discharge to Wetlands(Cons
r
' Proj. file: 3485-Existing Conditions.gpw Tuesday, 11 / 17/2015
' 3
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.529 2 742 3,207 ---- ---- ----- LOT#1
' 2 SCS Runoff 0.679 2 740 3,673 ---- ------ ------ LOT#2
3 Combine 1.203 2 740 6,880 11,2 ---- ------ DP#1-Discharge to Wetlands(Cons
' 3485- Existing Conditions.gpw Return Period: 10 Year Tuesday, 11 / 17/2015
' Hydrograph Report 4
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2013 by Autodesk,Inc.v10 Tuesday,1111712015
Hyd. No. 1
' LOT#1
Hydrograph type = SCS Runoff Peak discharge = 0.529 cfs
Storm frequency = 10 yrs Time to peak = 742 min
Time interval = 2 min Hyd. volume = 3,207 cuft
Drainage area = 1.040 ac Curve number = 55*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 21.40 min
Total precip. = 4.70 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
' *Composite(Area/CN)_"1.030 x 55)+(0.010 x 75)]/1.040
' Q (cfs) LOT #1 Q (cfs
Hyd. No. 1 --10 Year )
1.00
0.90 -
- - - - - - - 0.90
-__ 0.80
' 0.70 -
- _ _ 0.70
' 0.60 - - - - - -
0.60
' 0.50 -- 0.50
- - - 0.40
0.30 - 0.30
' 0.20
0.20
-_ 0.10
0.00 _- - _ _ 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time(min)
' TR55 Tc Worksheet S
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0
Hyd. No. 1
' LOT#1
Description A B C Totals
Sheet Flow
Manning's n-value = 0.800 0.011 0.011
Flow length (ft) = 100.0 0.0 0.0
Two-year 24-hr precip. (in) = 3.20 0.00 0.00
' Land slope (%) = 8.80 0.00 0.00
Travel Time (min) = 20.67 + 0.00 + 0.00 = 20.67
' Shallow Concentrated Flow
Flow length (ft) = 188.60 0.00 0.00
Watercourse slope (%) = 7.70 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =4.48 0.00 0.00
Travel Time (min) = 0.70 + 0.00 + 0.00 = 0.70
' Channel Flow
X sectional flow area (sqft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
' Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity(ft/s) =0.00
' 0.00
0.00
' Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
' Total Travel Time,Tc.............................................................................. 21.40 min
' Hydrograph Report 6
Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO 2013 by Autodesk,Inc.A 0 Tuesday,11/17/2015
Hyd. No. 2
' LOT#2
Hydrograph type = SCS Runoff Peak discharge = 0.679 cfs
' Storm frequency = 10 yrs Time to peak = 740 min
Time interval = 2 min Hyd. volume = 3,673 cuft
Drainage area = 0.880 ac Curve number = 60*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 22.00 min
Total precip. = 4.70 in Distribution = Type III
' Storm duration = 24 hrs Shape factor = 484
' *Composite(Area/CN)_"0.670 x 55)+(0.210 x 75)]/0.880
' Q (cfs) LOT #2
Hyd. No. 2 -- 10 Year Q (cfs)
' 1.00 1.00
0.90
0.90
0.80 -- - 0.80
-
0.70
0.60 0.60
' 0.50 0.50
0.40 0.40
0.30 0.30
0.20 0.20
' 0.10
0.10
' 0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time(min)
1
' TR55 Tc Worksheet 7
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10
Hyd. No. 2
LOT#2
' Description A B C Totals
Sheet Flow
Manning's n-value = 0.800 0.011 0.011
Flow length (ft) = 100.0 0.0 0.0
Two-year 24-hr precip. (in) = 3.20 0.00 0.00
' Land slope (%) = 8.10 0.00 0.00
Travel Time (min) = 21.37 + 0.00 + 0.00 = 21.37
' Shallow Concentrated Flow
Flow length (ft) = 132.49 0.00 0.00
Watercourse slope (%) = 5.50 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =3.78 0.00 0.00
' Travel Time (min) = 0.58 + 0.00 + 0.00 = 0.58
' Channel Flow
X sectional flow area (sgft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
' Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity(ft/s) =0.00
' 0.00
0.00
' Flow length (ft) (MAID 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
' Total Travel Time,Tc.............................................................................. 22.00 min
Hydrograph Report
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,11/17/2015
Hyd. No. 3
' DP#1 - Discharge to Wetlands (Conservation Area)
Hydrograph type = Combine Peak discharge = 1.203 cfs
' Storm frequency = 10 yrs Time to peak = 740 min
Time interval = 2 min Hyd. volume = 6,880 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 1.920 ac
' DP#1 - Discharge to Wetlands (Conservation Area)
Q (cfs) Hyd. No. 3--10 Year Q (cfs)
2.00 2.00
' 1.00 1.00
' 0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time(min)
' Hyd No. 3 Hyd No. 1 - Hyd No. 2
' 9
H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2013 by Autodesk,Inc.A 0
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 0.094 2 752 963 --___ ____ ____ LOT#1
' 2 SCS Runoff 0.184 2 746 1,328 ----- ------ ----- LOT#2
3 Combine 0.273 2 748 2,291 1,2 ----- ------ DP#1-Discharge to Wetlands(Cons
1
' 3485- Existing Conditions.gpw Return Period: 2 Year Tuesday, 11 / 17 1 2015
10
H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2013 by Autodesk,Inc.v10
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 0.863 2 740 4,762 ------ ---- --- LOT#1
' 2 SCS Runoff 1.017 2 738 5,211 ----- --- ------ LOT#2
3 Combine 1.874 2 738 9,973 1,2 ---- ------ DP#1-Discharge to Wetlands(Cons
' 3485-Existing Conditions.gpw Return Period: 25 Year Tuesday, 11 / 17/2015
' 11
H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2013 by Autodesk,Inc.v10
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
' (origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 1.554 2 738 7,918 ------ --- --- LOT#1
' 2 SCS Runoff 1.678 2 736 8,236 -_-_ _____ --_ LOT#2
3 Combine 3.230 2 738 16,154 1,2 ------ --- DP#1-Discharge to Wetlands(Cons
' 3485- Existing Conditions.gpw Return Period: 100 Year Tuesday, 11 / 17/2015
' Hydraflow Rainfall Report 12
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,11/17/2015
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E (N/A)
' 1 0.0000 0.0000 0.0000 --------
2 30.1225 6.6000 0.7676 -------
' 3 0.0000 0.0000 0.0000 �=--_-
5 52.3308 9.8000 0.8367
' 10 54.7383 10.8000 0.8016 -----_-_
25 101.9813 15.8000 0.8971
50 98.1551 15.7000 0.8577 --------
' 100 106.5909 17.0000 0.8462 ------
' File name:Connecticut idf.IDF
Intensity=B/(Tc+ D)^E
' Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
' 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 4.59 3.49 2.85 2.43 2.13 1.90 1.72 1.58 1.46 1.36 1.27 1.20
1 3 0.00 0.00 0.00 0.00 0.00 0.00 UO 0.00 0.00 0.00 0.00 0.00
5 5.49 4.30 3.57 3.06 2.69 2.40 2.17 1.99 1.84 1.71 1.60 1.50
' 10 5.99 4.81 4.04 3.51 3.11 2.80 2.55 2.35 2.18 2.03 1.91 1.80
25 6.70 5.52 4.71 4.12 3.66 3.30 3.01 2.76 2.56 2.38 2.23 2.10
' 50 7.30 6.06 5.20 4.57 4.09 3.70 3.38 3.12 2.90 2.71 2.54 2.40
100 7.79 6.55 5.68 5.02 4.51 4.10 3.76 3.48 3.24 3.04 2.86 2.70
' Tc=time in minutes.Values may exceed 60.
Preci .file name:G:\DJ\Hartford IDF. c
' Rainfall Precipitation Table(in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
' SCS 24-hour 0.00 3.20 0.00 4.10 4.70 5.50 6.20 6.90
SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1
1
' APPENDIX B
Watershed Computations
1 (Post-Development Conditions)
1
1
i
1
i
1
' 1
Watershed Model Schematic HydraflowHydrographs Extension for AutoCAD®Civil 3D®2013byAutodesk,Inc.v10
1 2
3 JW4
' 5
t
1
' Project: 3485- Proposed Conditions.gpw Tuesday, 11 / 17/2015
! 2
Hydrograph Return Period Regg
! y ow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type hyd(s) Description
! (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 SCS Runoff ---- ------- 0.336 ------- 0.792 1.155 1.684 2.181 2.703 LOT#1
! 2 SCS Runoff ----- ------ 0.405 ----- 0.843 1.176 1.654 2.099 2.561 LOT#2
3 Reservoir 1 ------- 0.000 ----- 0.062 0.259 0.947 2.850 3.125 Lot 1 Deten.OF
! 4 Reservoir 2 ------ 0.000 ------ 0.126 0.396 1.828 2.254 2.769 Lot 2 Deten.OF
5 Combine 3,4 ----- 0.000 ------ 0.126 0.409 1.828 4.610 5.431 DP#1-Discharge to Wetlands(Cons
!
!
!
!
!
!
!
!
!
!
!
!
!
! Proj. file: 3485-Proposed Conditions.gpw Tuesday, 11 /17/2015
' 3
Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
' (origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 1.155 2 730 4,893 ------ - — ---- LOT#1
' 2 SCS Runoff 1.176 2 730 4,801 ----- ------ ------ LOT#2
3 Reservoir 0.259 2 810 2,259 1 341.91 2,637 Lot 1 Deten.OF
' 4 Reservoir 0.396 2 762 2,663 2 339.91 2,141 Lot 2 Deten.OF
5 Combine 0.409 2 810 4,923 3,4 --- ------ DP#1-Discharge to Wetlands(Cons
1
1
1
1
' 3485 - Proposed Conditions.gpw Return Period: 10 Year Tuesday, 11 / 17/2015
' Hydrograph Report 4
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3130 2013 by Autodesk,Inc.v10 Tuesday,11117/2015
Hyd. No. 1
' LOT #1
Hydrograph type = SCS Runoff Peak discharge = 1.155 cfs
' Storm frequency = 10 yrs Time to peak = 12.17 hrs
Time interval = 2 min Hyd. volume = 4,893 cuft
Drainage area = 1.040 ac Curve number = 62*
' Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 4.70 in Distribution = Type III
' Storm duration = 24 hrs Shape factor = 484
*Composite(Area/CN)_[(0.870 x 55)+(0.010 x 75)+(0.160 x 98)]/1.040
' Q (cfs) LOT#1
Hyd. No. 1 -- 10 Year Q(cfs)
' 2.00 2.00
' 1.00 1.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
' Hyd No. 1
Time(hrs)
' Hydrograph Report 5
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,11/17/2015
Hyd. No. 2
' LOT#2
Hydrograph type = SCS Runoff Peak discharge = 1.176 cfs
' Storm frequency = 10 yrs Time to peak = 12.17 hrs
Time interval = 2 min Hyd. volume = 4,801 cuft
Drainage area = 0.880 ac Curve number = 65*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 10.00 min
Total precip. = 4.70 in Distribution = Type III
' Storm duration = 24 hrs Shape factor = 484
' *Composite(Area/CN)_[(0.570 x 55)+(0,210x75)+(0.100 x 98)]/0.880
' Q (cfs) LOT#2
Hyd. No. 2-- 10 Year Q (cfs)
' 2.00 2.00
' 1.00 1.00
' 0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
' Hyd No. 2
Time(hrs)
Hydrograph Report 6
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,1111712015
Hyd. No. 3
' Lot 1 Deten. OF
Hydrograph type = Reservoir Peak discharge = 0.259 cfs
' Storm frequency = 10 yrs Time to peak = 13.50 hrs
Time interval = 2 min Hyd. volume = 2,259 cuft
Inflow hyd. No. = 1 - LOT #1 Max. Elevation = 341.91 ft
' Reservoir name = Lot 1 Deten. Max. Storage = 2,637 cuft
Storage Indication method used.
Lot 1 Deten. OF
Q{cfs) Hyd. No. 3-- 10 Year Q(cfs)
' 2.00 2.00
1 1.00 1.00
' 0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time(hrs)
' Hyd No. 3 Hyd No. 1 Total storage used= 2,637 cuft
Pond Report 7
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3139)2013 by Autodesk,Inc.v10 Tuesday,11117/2015
Pond No. 1 - Lot 1 Deten.
Pond Data
' Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=340.00 ft
Stage/Storage Table
' Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft)
0.00 340.00 854 0 0
1.00 341.00 1,390 1,111 1,111
2.00 342.00 2,015 1,693 2,803
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
' Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 171.64 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 341.90 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
' Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = Rect --- ---
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(0/0) = 0.00 0.00 0.00 n/a
' N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 EAI.(in/hr) = 0.000(by Wet area)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
' Stage(ft) Stage/Discharge Elev(ft)
2.00 342.00
' 1.80 341.80
' 1.60 341.60
1.40 341.40
' 1.20
341.20
' 1.00 341.00
' 0.80 340.80
0.60 340.60
0A0 340.40
0.20 1 1 1 1 1340.20
0.00 340.00
' 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00
Total Q Discharge(cfs)
Hydrograph Report
' Hydraflow Hydrographs Extension for AutoCAD®Civil 3130 2013 by Autodesk,Inc.v10 Tuesday,11/17/2015
Hyd. No. 4
Lot 2 Deten. OF
Hydrograph type = Reservoir Peak discharge = 0.396 cfs
' Storm frequency = 10 yrs Time to peak = 12.70 hrs
Time interval = 2 min Hyd. volume = 2,663 cuft
Inflow hyd. No. = 2 - LOT#2 Max. Elevation = 339.91 ft
Reservoir name = Lot 2 Deten. Max. Storage = 2,141 cuft
' Storage Indication method used.
Lot 2 Deten. OF
Q (cfs) Hyd. No. 4--10 Year Q (cfs)
' 2.00 2.00
' 1.00 1.00
' 0.00 0.00
0 2 4 6 8 10 112 14 16 18 20 22 24 26
Time(hrs)
Hyd No. 4 Hyd No. 2 Total storage used= 2,141 cuft
Pond Report 9
' Hydraflow Hydrographs Extension for AutoCADO Civil 3138 2013 by Autodesk,Inc.A 0 Tuesday,11/17!2015
Pond No.2- Lot 2 Deten.
Pond Data
' Contours-User-defined contour areas.Conic method used for volume calculation. Begining Elevation=338.00 ft
Stage/Storage Table
' Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cult)
0.00 338.00 692 0 0
1.00 339.00 1,126 900 900
2.00 340.00 1,641 1,375 2,275
' Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 154.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 339.90 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
' Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = Rect --- --- ---
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n!a
N-Value = .013 .013 .013 n/a
' Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Wet area)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Onfice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage(ft) Stage/Discharge Elev(ft)
2.00
340.00
' 1.80
339.80
' 1.60 339.60
1.40
' 339.40
1.20
339.20
' 1.00 339.00
' 0.80
338.80
0.60
338.60
' 0.40
338.40
' 0.20
338.20
_T _F
0.00
338.00
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00
Total Q
Discharge(cfs)
Hydrograph Report 10
' Hydraflow Hydrographs Extension for AutoCAD®Civil MOD 2013 by Autodesk,Inc.v10 Tuesday,11/1712015
Hyd. No. 5
' DP#1 - Discharge to Wetlands (Conservation Area)
Hydrograph type = Combine Peak discharge = 0.409 cfs
' Storm frequency = 10 yrs Time to peak = 13.50 hrs
Time interval = 2 min Hyd. volume = 4,923 cuft
Inflow hyds. = 3, 4 Contrib. drain. area = 0.000 ac
' Q (cfs) DP#1 - Discharge to Wetlands (Conservation Area)
Q(cfs
Hyd. No. 5-- 10 Year )
' 0.50 -
---_ 0.50
0.45
- — 0.45
0.40 -
0.40
0.35
- - 0.35
' 0.30 - -
0.30
' 0.25
0.25
' 0,20
_ 0.20
0.15 - - - _ - - - 0.15
' 0.10 -
- --- 0.10
0.05
- - 0.05
' 0.00 - - - _ - - - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time(hrs)
— Hyd No. 5 Hyd No. 3 Hyd No. 4
' 11
H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 0.336 2 734 1,872 ----- ----- ----- LOT#1
2 SCS Runoff 0.405 2 732 1,978 ------ ------ --- LOT#2
3 Reservoir 0.000 2 n/a 0 1 341.45 1,872 Lot 1 Deten.OF
' 4 Reservoir 0.000 2 n/a 0 2 339.78 1,978 Lot 2Deten.OF
5 Combine 0.000 2 n/a 0 3,4 ---- ------ DP#1-Discharge to Wetlands(Cons
1
' 3485- Proposed Conditions.gpw Return Period: 2 Year Tuesday, 11 / 17/2015
' 12
H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D®2013 by Autodesk,Inc.v10
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total H dro ra h
Y 9 p
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 1.684 2 730 6,837 ----- ------ ---- LOT#1
2 SCS Runoff 1.654 2 730 6,571 ---- --- ____ LOT#2
3 Reservoir 0.947 2 750 4,203 1 341.91 2,643 Lot 1 Deten.OF
' 4 Reservoir 1.828 2 740 4,434 2 339.94 2,153 Lot 2 Deten.OF
5 Combine 1.828 2 740 8,636 3,4 ----- ------ DP#1-Discharge to Wetlands(Cons
3485- Proposed Conditions.gpw Return Period: 25 Year Tuesday, 11 / 17/2015
' 13
H yd ro g ra p h Summary Report Hydraflow Hydrographs Extension for AUtoCAD®Civil 3D®2013 by Autodesk,Inc.A 0
' Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
' (origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 2.703 2 730 10,620 ------ ---- --- LOT#1
' 2 SCS Runoff 2.561 2 730 9,966 ---- ------ --__ LOT#2
3 Reservoir 3.125 2 732 7,986 1 341.94 2,663 Lot 1 Deten.OF
' 4 Reservoir 2.769 2 730 7,829 2 339.93 2,161 Lot 2 Deten.OF
5 Combine 5.431 2 732 15,815 3,4 ------ ------ DP#1 -Discharge to Wetlands(Cons
3485- Proposed Conditions.gpw Return Period: 100 Year Tuesday, 11 / 17/2015
' Hydraflow Rainfall Report 14
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,11/17/2015
' Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E (NIA)
' 1 0.0000 0.0000 0.0000 ------
2 30.1225 6.6000 0.7676 -----
' 3 0.0000 0.0000 0.0000 -------
5 52.3308 9.8000 0.8367 ------
10 54.7383 10.8000 0.8016 -=_
25 101.9813 15.8000 0.8971
50 98.1551 15.7000 0.8577 -------
100 106.5909 17.0000 0.8462 -----
' File name:Connecticut idf.IDF
Intensity= B/(Tc+ D)^E
' Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
' 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 4.59 3.49 2.85 2.43 2.13 1.90 1.72 1.58 1.46 1.36 1.27 1.20
1 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 5.49 4.30 3.57 3.06 2.69 2.40 2.17 1.99 1.84 1.71 1.60 1.50
10 5.99 4.81 4.04 3.51 3.11 2.80 2.55 2.35 2.18 2.03 1.91 1.80
25 6.70 5.52 4.71 4.12 3.66 3.30 3.01 2.76 2.56 2.38 2.23 2.10
' 50 7.30 6.06 5.20 4.57 4.09 3.70 3.38 3.12 2.90 2.71 2.54 2.40
100 7.79 6.55 5.68 5.02 4.51 4.10 3.76 3.48 3.24 3.04 2.86 2.70
' Tc=time in minutes.Values may exceed 60.
Preci .file name:GADAHartford IDF. c
Rainfall Precipitation Table(in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
' SCS 24-hour 0.00 3.20 0.00 4.10 4.70 5.50 6.20 6.90
SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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' Chapter 2 Estimating Runoff Technical Reuse 55
Urban Hydrology for Small Watersheds
Table 2-2a Runoff curve numbers for urban areas I/
Curve numbers for
------------------------ Cover description ____---------------____-- -----hydrologic soil group---------
' Average percent
Cover type and hydrologic condition impervious area T! A B Cr D
' Fully developed urban areas(vegetation established)
Open space(lawns,parks,golf courses,cemeteries,etc.)at:
Poor tlt>w c »»...»»»..»».»..»...». 68 79 86 89
' GoW
con0ftn" cmer>75*....»............»................... 3!? 61 74 8t1
Impervious areas:
Paved peueldctg lots,ram,dctueaway%eats.
' (excluding right-of-way)............................................................. 98 98 98 98
Streets and roads:
Paved;curbs and storm sewers(excluding
right-of-way) ................................................................................ 98 98 98 98
' Paved;open ditches(including right-of-way).......................... 83 89 92 93
Gravel(including right-of-way)................................................. 76 85 89 91
Dirt(including right-of-way)...................................................... 72 82 87 89
Western desert urban areas:
' Natural desert landscaping(pervious areas only)-V..................... 63 77 85 88
Artificial desert landscaping(impervious weed harrier,
desert shrub with 1-to 2-inch sand or gravel mulch
andbasin borders)...................................................................... 96 96 96 96
' Urban districts:
Commercialand business................................................................. 85 89 92 94 95
Industrial............................................................................................. 72 81 88 91 93
Residential districts by average lot size:
' 1/8 acre or less(town houses).......................................................... 65 77 85 90 92
1/4 acre................................................................................................ 38 61 75 83 87
1/3 acre................................................................................................ 30 57 72 81 86
1/2 acre................................................................................................ 25 54 70 80 85
1 acre................................................................................................... 20 51 68 79 84
' 2 acres.................................................................................................. 12 46 65 77 82
Developing urban areas
' Newly graded areas
(pervious areas only,no vegetation)Y._................................................
Idle lands(CN s are determined using cover types
' similar to those in table 2-2c).
r Average nmoff condition,and L=0.2S.
2 The average percent impervious area shown was used to develop the composite CN s.Other assumptions are as follows:impervious areas are
' directly connected to the drainage system,impervious areas have a CN of 98,and pervious areas are considered equivalent to open space in
good hydrologic condition.CN s for other combinations of conditions may be computed using figure 2-3 or 2-4.
3 CN s shown are equivalent to those of pasture.Composite CN s may be computed for other combinations of open space
cover type.
' 4 Composite CN s for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage
(CN=98)and the pervious area CN.The pervious area CN s are assumed equivalent to desert shrub in poor hydrologic condition.
5 Composite CN s to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 24
based on the degree of development(impervious area percentage)and the CN s for the newly graded pervious areas.
' (210•VI-TR-55,Second Ed.,,pure 1986) 2-5
' Chapter 2 Estimating Runoff Technical Release 55
Urban Hydrology for Small Watersheds
Table 2-2c Runoff curve numbers for other agricultural lands i/
Curve numbers for
--------------------------- Cover description ------------------------- -------- hydrologic soil group---___—_
' Hydrologic
Cover type condition A B C D
' Pasture,grassland,or range--continuous Poor 68 79 86 89
forage for grazing.V Fair 49 69 79 84
Good 39 61 74 80
Nleadow—continuous grass,protected from — 30 58 71 78
' grazing and generally mowed for hay.
Brush—brush-weed-grass mixture with brush Poor 48 67 77 83
the major element Y Fair 35 56 70 77
' Good 30_v 48 65 73
Woods—grass combination(orchard Poor 57 73 82 86
or tree farm).IT Fair 43 65 76 82
' Good 32 58 72 79
Woods,& Poor 45 66 77 83
Fair 36 60 73 79
' Good 30S 55 70 77
Farmsteads—buildings,lanes,driveways, — 59 74 82 86
and surrounding lots.
' r Average runoff condition,and la=0.2S.
2 Poor: <50°/ly ground cover or heavily grazed with no mulch.
Fair: 50 to 751/oground cover and not heavily grazed.
' Good: >75%ground cover and lightly or only occasionally grazed.
3 Poor: <500/oground cover.
Fair: 50 to 75946ground cover.
Good: >750/oground cover.
' 4 Actual curve number is less than 30;use CN=30 for numff computations.
5 CN s shown were computed for areas with 50%woods and 50%grass(pasture)cover.Other combinations of conditions may be computed
from the CN s for woods and pasture.
6 Poor: Forest litter,small trees,and brush are destroyed by heavy grazing or regularburni g.
Fair: Woods are grazed but not burned,and some forest litter covers the soil.
' Good: Woods are protected from grazing,and litter and brush adequately cover the soil.
1
' (210•VI TR-55,Second Ed.,June 1996) 2-7
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PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 11/18/15
TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle
Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Ron Asselin,
John Caldwell, Andrea Confrancesco, Glen Buonanducci
FROM: Michele Lipe,AICP, Director of Planning
The Planning &Engineering Departments have received plans for the following projects:
Appl 15-61P, Tall Oaks Minor Subdivision
Location: easterly side of Ellington Road, at the Ellington town line (#2995 and#2999)
❑ Site Plan ® Subdivision No. Acres 3.5 Zone RR
❑ Industrial ❑ Commercial ® Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ❑ Public ® Septic System
Project Description: 2 lot subdivision
Future Town-owned property involved? ❑ Yes ❑No
❑new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 12/30/15 and return to the Planning Department.
Page 1 of 1
Zarambo, Lauren L.
From: Oatis, Heather
Sent: Thursday, November 19, 2015 10:54 AM
To: Zarambo, Lauren L.
Subject: RE: Two In House Referral Forms
Appl. 15-60P- No comment
Appl. 15-61 P—Two new lots have gone through 6100a process and have been approved by the Health
Department.
Heather Oads, RS,HHS
Environmental Health Officer
Ph: 860-644-2511 ext.250
Fax: 860-644-7280
www.southwindsor.org
From: Zarambo, Lauren L.
Sent: Thursday, November 19, 2015 10:31 AM
To: Asselin, Ronald; Buonanducci, Glenn; Caldwell, John; Cofrancesco, Andrea; Doolittle, Jeffrey; Dougan,
Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Oatis, Heather; Owens, Mark; Shaw, Fred;
Summers, Walter
Subject: Two In House Referral Forms
Please find attached In House Referral forms for:
Appl. 15-60P, Adamec Site Plan Modification, 93 Commerce Way
Appl. 15-61 P, Tall Oaks Acres Subdivision, 2995 and 2999 Ellington Road
Please forward any comments or questions to the Planning Department.
Thank you,
Lauren L Zarambo
Planning Department Secretary
Town of South Windsor
1540 Sullivan Avenue
South Windsor,CT o6074
86o.644.25n ext 253
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
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CERTIFIED MAIL 7011 1570 0000 63371662
November 18, 2015
Diane H. McKeegan, Town Clerk
Town of Ellington
55 Main Street
Ellington CT 06029
Dear Ms. McKeegan:
Re: Notice to Adjoining Municipalities
In accordance with Connecticut General Statutes concerning notification to municipalities regarding
Planning & Zoning Commission applications that could affect the abutting town, we hereby notify you
of the application submitted by Stephen and Elizabeth Wisneski.
Appl. 15-61P, Tall Oaks Acres Subdivision—request for a 2 lot subdivision on property located on the
easterly side of Ellington Road(#2995 and#2999), southerly of the Ellington town line,RR zone
This application is tentatively scheduled to be heard by the Planning & Zoning Commission on
January 12, 2016 at 7:30 p.m. in the Madden of the Town Hall.
If you have any question, please feel free to contact the Planning Department at 860-644-2511, ext.
253.
Very truly yours,
';h-ch/ele R. Lipe,AICP
Director of Planning
MRL/llz
Capitol Region Council of Governments
- 241 Main Street
_ Hartford, Connecticut 06106-5310
Telephone: (860) 522-2217 Fax: (860) 724-1274
' x www.crco .org
Melody A.Currey,Chairman
Lyle Wray,Executive Director
SUBDIVISION REFERRAL FORM
FOR: NOTIFICATION OF PROPOSED SUBDIVISION AT MUNICIPAL BOUNDARY
, FROM: ( )Planning Commission
( Planning and Zoning Commission South Windsor
(Municipality)
TO: Capitol Region Council of Governments
Policy Development&Planning Department November 18, 2015
241 Main Street (date)
Hartford,CT 06106
Pursuant to the provisions of Section 8-26 of the General Statutes of Connecticut,as amended,the following proposed subdivision is
referred to the Capitol Region Council of Governments for comment:
The proposed subdivision entitled: Tall Oaks Acres Subdivision
containing 3.5 acres being subdivided into 2. lots
( will include or abut land in the following ( )will include or abut land in the following towns in
Capitol Region Municipalities E11 ingtGn adjacent regions
Name and Mailing Address of the Subdivision Applicant is: Stephen and Elizabeth Wisneski
2985 Ellington Road, South Windsor, CT 06074
Additional Comments:
PUBLIC HEARING,IF ANY,IS SCHEDULED FOR:
(date)
MATERIAL SUBMITTED HEREWITH:
( Application Form O Street&Utility Plans and Profiles O Other Specify:
O Topo Map ( Site Location Map
HAS THIS SUBDIVISION BEEN SUBMITTED PREVIOUSLY TO CRCOG? YES 71 NO.
IF YES,ON WHAT DATE:
(FOR USE BY CRCOG) of ed Signature)
Date Received Title Director of Planning
Sent Certified? Michele R. jlpe, Alcy
File Number 5-2011- Address 15 4 O c„l l ivan Avenue
South Windsor, CT 06074
BY LAW,THE PLANNING COMMISSION SHALL GIVE WRITTEN NOTICE OF ITS PROPOSAL TO THE REGIONAL
PLANNING AGENCY NOT LATER THAN THIRTY DAYS BEFORE THE PUBLIC HEARING TO BE HELD IN RELATION
THERETO.NOTICE SHALL BE MADE BY CERTIFIED MAIL.RETURN RECEIPT REQUESTED. CRCOG 12/10
A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the towns and the region
TOWN OF SOUTH WINDSOR
PLANNING &ZONING COMMISSION
APPLICATION FORM
Application Number: B _
Official Receipt Date: , "!� p� NOV 1�J
Munis Application #:
SOUTH WINDSOR PLANNING DEPL' '
APPLICANT: Stephen&Elizabeth Wisneski
PROJECT NAME: Tall Oaks Acres
COMPLETE LOCATION OF PROPERTY: 2995&2999 Ellington Road South Windsor,CT
OWNER OF RECORD ON LAND RECORDS: Stephen&Elizabeth Wisneski
OWNER ADDRESS: 2985 Ellington Road South Windsor,Cr 06074
GIS PIN # 30302985 ZONE RR
NAME, ADDRESS, TELEPHONE&EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Peter R. DeMallie Design Professionals,Inc. 21 Jeffrey Drive South Windsor,CT 06074
860-291-8755 pdemallie@dpinc.co Estimated presentation time: 15 min.
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing and Certificate of Mailing Required)
❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
[� Subdivision ® Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Subdivision
❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required)
❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft
❑ General Plan of Development
❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for
❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required)
Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for
❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for
❑ Detached In Law Apartment or ❑Accessory Apartment (Public Hearing and Certificate of Mailing Required)
❑ Major Home Occupation (Certificate of Mailing Required) for
❑ Other (explain in detail)
*An Application Pending Sign is required to be posted on the property fO4Mapplications ten(10)days
prior to being heard by the Commission
`
Si ture of`Ap�plicant Si ture of Property Owner
129-2
1 9-78
129-3;
SOUTH
129-1
PROPOSED
y'V LOT 2
g" ELLINGTON ROAD
129-9
128-
PROPOSED
LOT 1
NIF 7,"1 ELLINGTON ROAD
WISNESIa
128-9 129-84
129-11
116-116 129-83
- 1
KEY MAP
SCALE: T-200'
Page 1 of 2
Zarambo, Lauren L.
From: Lynne Pike DiSanto[Ipikedisanto@crcog.org]
Sent: Thursday, November 19, 2015 10:06 AM
To: Zarambo, Lauren L.
Cc: Lipe, Michele
Subject: RE: Tall Oaks Acres Subdivision 3 of 3
Hi Lauren,
We are in receipt of your referral of a proposed two-lot subdivision on Ellington Road.Thanks for sending these
additional sheets.
Although when we talked, I mentioned I might try to get this before the RPC tonight, and although I don't
foresee any regional issues, I will not bring this to the RPC tonight because I want to give the Town of Ellington a
chance to consider the application. We will get our comments to you in time for the meeting of January 12,
2016.
Thank you,
Lynne
Lynne Pike DiSanto,AICP
Senior Planner and Policy Analyst
Capitol Region Council of Governments
241 Main Street,4th Floor
Hartford,Connecticut 06106
(860) 522-2217 ext. 211
Ipikedisanto@crcog.org
From:Zarambo, Lauren L. [mailto:Lauren.Zarambo@southwindsor.org]
Sent:Thursday, November 19, 2015 9:55 AM
To: Lynne Pike DiSanto<Ipikedisanto@crcog.org>
Subject: FW:Tall Oaks Acres Subdivision 3 of 3
Lynne,
Please find attached third page of three sent for Tall Oaks Acres Subdivision.
If you need any other pages of the plan, please let me know. I created one attachment with all pages but it was
too large of a file to send out.
Thank you,
Lauren L Zarambo
Planning Department Secretary
Town of South Windsor
1 1 n ni11ni c
CAPITOL REGION
COUNCIL OF GOVERNMENTS 241 Main Street/Hartford/Connecticut/06106
CRCOGWorking together for a better region. Phone(860)522-2217/Fax(860) 724-1274
www.crGog.o►g
December 17, 2015
TO: SOUTH WINDSOR PLANNING AND ZONING COMMISSION
REPORT ON SUBDIVISION REFERRAL S-2015-9: Two lot residential subdivision proposed on
the east side of Ellington Road(CT Rt 74).The 3.5 acre site abuts the Town of Ellington.
COMMISSIONERS: Receipt is acknowledged of the above-mentioned referral. Notice of this proposal
was transmitted to the Planning Division of the Capitol Region Council of Governments under the
provisions of Section 8-23f of the Connecticut General Statutes, as amended.
COMMENT: The staff of the Regional Planning Commission of the Capitol Region Council of
Governments has reviewed this referral and finds no apparent conflict with regional plans and
policies or the concerns of neighboring towns.
Questions concerning this referral should be directed to Lynne Pike DiSanto.
In accordance with our procedures this letter will constitute final CRCOG action on this referral. The
public meeting date has been scheduled for 1/12/2016.
DISTRIBUTION: Planner: Hartford, Windsor, East Windsor, Ellington,Vernon,Manchester,East
Hartford
Respectfully submitted,
Sandra Bobowski, Chairman
Regional Planning Commission
Karl Robert Profe,Vice Chairman
Regional Planning Commission
nnnike DiSanto,AICP
Senior Planner and Policy Analyst
Andover/Avon/Berlin/Bloomfield/Bolton/Canton/Columbia/Coventry/East Granby/East Hartford/East Windsor/Ellington/Enfield/Farmington/
Glastonbury/Granby/Hartford/Hebron/Manchester/Mansfield/Marlborough/New Britain/Newington/Plainville/Rocky Hill/Simsbury/Somers/South
Windsor/Southington/Stafford/Suffield/Tolland/Vernon/West Hartford/Wethersfield/Willington/Windsor/Windsor Locks
A voluntary Council of Governments formed to initiate and implement regional programs of benefit to the towns and the region
SSW N 8
Tov� O-P slcw� ?d&U&Ot
1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
f�Osoa•CO TELEPHONE (860) 644-2511
November 5,2015
Steven&Elizabeth Wisneski
2985 Ellington Road
South Windsor, CT 06074
Re: B100a Application for Lot Line Changes, 2985 Ellington Road, South Windsor
Dear Mr. &Mrs. Wisneski
On October 30, 2015,this department received two B100a applications for the proposed two
new lots to be split from your property.
Upon review of the information provided on your application,the proposals have been
approved.
Be advised,that you must obtain all appropriate approvals from other town departments prior
to commencing work on this project.
Should you have any questions, please do not hesitate to contact me at 860-644-2511,
extension 250.
Sincerely,
O
Heather Oatis,RS, HHS
Environmental Health Officer
CC: Design Professionals
Michele Lipe, Director of Planning
South • •
Planning Department
Memo
To: Daniel Jamieson, EIT
From:Michele R. Lipe, Director of Planning
Date: 12/10/2015
Re: Application #15-61 P, Tall Oaks Acres Subdivision
Below are the comments from the Planning Department regarding the above
referenced application. Once you have received all staff comments, please make the
necessary revisions and 6 (six) complete set of plans to the Planning Department.
1. Key Map should include the entire property and the 500 foot radius of properties.
2. The zoning data table should include the total acreage of the properly being
subdivided and should include information regarding the conservation land being
left as "not a building lot".
3. The Subdivision mapping should include entire property (including the parcel that
is being left as conservation land).
4. Overhead wires to service the lots are not permitted (see Section 6.6.2 Individual
Services—attached).
5. The conservation easement markings should be in accordance with Inland
Wetlands/Conservation Commission regulations Section 12.2 Conservation
Easement Requirements (attached).
6. What is the disposition of the shed that is in the proposed conservation
easement?
0 Page 1
ARTICLE 6—SITE DEVELOPMENT REGULATIONS
2. Determine if segments of this regulation have been proven to be too restrictive or too lenient by
experience.
3. Give the public a regular opportunity to speak to any aspects of this regulation they may feel is
too restrictive,or too lenient,unfair,or objectionable.
4. Allow administrative recourse made available by this automatic amendment procedure.
5. Provide a regular,consistent forum for all to be heard.
Section 6.6 Utilities
6.6.1 General Provisions
A. No development plan shall be approved unless:
1. Adequate public utilities, public sanitary sewers or Health Department approved on-site septic
systems,and storm drainage are to be provided by the developer or developers.
2. Clear evidence has been furnished of safe and satisfactory means of supplying potable water,on-
site septic and fire protection.
3. The proposed utilities, sewers, drainage, potable water supply and fire protection have been
shown to be adequate to accommodate reasonably anticipated future development.
B. The developer or developers shall also provide fire hydrants at appropriate locations when public
water is available. All Town specifications for furnishing and installation of water systems and hy-
drants must be met.
C. Where public sewers are available,all sites shall be properly coraected to an approved and function-
ing sanitary sewer system prior to issuance of a Certificate of Occupancy. All sanitary sewerage ex-
tensions and connections shall be done in accordance with the specifications in the Public Improve-
ments Specifications manual, the Connecticut Public Health Code regulations, and rules and
regulations of the Water Pollution Control Authority.
6.6.2 Insl-vidual,Services
Electric power, telephone, and other cable systems shall be placed underground; except that the existing
electric power and telephone/cable system facilities may be used where appropriate for industrial and
commercial uses. This provision may be waived by the Commission only where the utility company has
determined that safe underground installation is not feasible because of soil or water conditions, or other
natural or man-made conditions. Where overhead wires currently exist on residential streets, they can
remain but any extensions must be underground.
6.6.3 Solid Waste Disposal
All dumpsters/trash compactors shall be appropriately screened and maintained and placed on concrete
pads.Dumpsters shall not be located within yard setbacks.
Page 6-28
SECTION)GI--PERMIT DECISIONS
12.1 The Agency, or its duly authorized agent acting pursuant to Section 5.5 of these
regulations,has the option of granting a permit,granting a permit with conditions or
limitations,or denying a permit and shall state upon the record the reason(s)for its
decision.
12.2 Conservation Easement Requirements -If the proposed activity is located within or is in
the proximity to wetlands or watercourses, and the applicant proposed a conservation
easement to mitigate potential impacts upon such wetlands and watercourses acceptable
to the Agency,then the applicant's application,maps and documents shall include a clear
delineation of said conservation easement including but not limited to the following
information:
A. The extent of the area of the proposed project affected by the conservation easement
including precise acreage calculations,boundary dimensions including bearings and
distances, and such other engineering data as may be required by the Agency;
B. Detailed provisions for the conservation plan to protect the areas within the
conservation easement during all construction phases or periods of other activity on
the proposed site.;
C. In addition to showing such conservation easement on all approved maps to be filed
in the Town Land Records,the applicant shall file a conservation easement containing
restrictive covenants using the standard conservation easement available in the
Planning Department. The conservation easement is a restrictive covenant which
shall attach to and run with the land, and it shall be binding on the landowner and his
heirs, successors, and assigns forever. This conservation easement document shall be
recorded on the land records of the Town prior to the conveyance of title to any
portion of the subject property,prior to the permit being effective, and prior to the
issuance of any certificate of occupancy for any structure on the subject property;
D. Merestones must be installed by the applicant to clearly denote the bounds of such
conservation easement areas on each individual subdivided lot or parcel(as
appropriate to this application)on the maps or plans. Merestones, as required by the
Agency and located according to specifics on the final plan, shall be verified by the
land surveyor who placed them prior to the issuance of a building permit by the
Building Department for each and every subdivided lot or parcel having a
conservation easement.
12.3 Action shall be taken on applications within thirty-five(35)days after the completion of a
public hearing or,in the absence of a public hearing,within sixty-five(65) days from the
date of receipt of the complete application. The applicant may consent to one(1)or more
extensions of the periods specified in this subsection for the holding of the hearing and
for action on such application,provided the total extensions of any such period shall not
26
Page 1 of 1
Lipe, Michele
From: Lipe, Michele
Sent: Thursday, December 10, 2015 1:54 PM
To: Daniel Jameson
Cc: PDeMallie@designprofessionalsinc.com
Subject: Tall Oaks Subdivision
Attachments: DOC121015.pdf
Attached are the Planning comments for the above referenced application.
Please let me know if you have any questions.
Thanks,
Michele
Michele R. Lipe, AICP
Director of Planning
Town of South Windsor
1540 Sullivan Ave.
South Windsor, CT 06074
(860) 644-2511, ext. 252
12/10/2015
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December 22, 2015
Peter DeMallie
Design Professionals, Inc.
P.O. Box 1167
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Appl. 15-61P, Tall Oaks Acres Subdivision - request for a 2 lot subdivision on
property located on the easterly side of Ellington Road (#2995 and #2999), southerly
of the Ellington town line, RR zone
Please be advised that the above referenced matter has been scheduled on the
Planning & Zoning Commission Regular Meeting agenda for Tuesday, January 12,
2016 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue.
The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m.
Someone must be present at the meeting to represent the application.
One sign advertising the meeting must be posted on the property for ten (10)
consecutive days prior to the meeting and must be clearly visible from a town street.
The sign must be posted on Ellington Road by Friday, December 31, 2015.
Signs can be obtained in the Planning Department, Monday through Friday, 8:00
a.m. - 4:30 p.m. If you have any questions regarding this letter, please ca11860-644-
2511, Ext 253.
Sincerely,
G
Lauren Zarambo
Administrative Secretary
P.O 11M 1167
21 JEFFRU DRIVE
SOUWWRMSM Cr%074
PHONE:860.291.8755
FAX:8onalsi .8757
c.com
www.designprofessionalsinccom
CIVIL & TRAFFIC ENGINEERS/ PLANNERS/SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, *Rhode/s/and
• LETTER OF TRANSMITTAL
•
To: Michele Lipe Date: 1/7/2016 DPI Project No. 3485
Director of Planning Re: Tall Oaks Acres
Town of South Windsor 2995&2999 Ellington Road
South Windsor,CT
WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications
: ❑ Copy of Letter ❑ Change Order ❑
• COPIES DATE NO. DESCRIPTION
7 1/7/2016 Sets of plans
• r
SOUTH WIN08011 PLANNING DEPT,
:
These are transmitted as checked below:
® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval
• ❑ For your use ❑ Make corrections ❑ Submit copies for distribution
❑ As requested ❑ Revise and Submit ❑ Return corrected prints
❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us
REMARKS:
•
:
:
SIGNED: CC:
Daniel ameson, E.I.T
TALL OAKS SUBDIVISION 15-61P
1/12/16
1. Request for approval of a subdivision to create two new residential building
lots, located on the easterly side of Ellington Road at the Ellington town line,
RR zone.
2. Minimum lot size required in the RR zone is 40,000 sq ft with 175 feet of
frontage. The proposed lots are 1.4 and 3.4 acres with 176 feet and 354 feet of
frontage respectively. The remaining parcel should be labelled "Not a
Building Lot" (not lot#3) as it is being left as conservation land and will
conveyed to the South Windsor Land Trust. The existing house to the south
of the new lots was subdivided from this lot out previously.
3. There is no open space requirement for this subdivision, as the applicant is
creating less than 6 lots. The applicant is requesting a waiver to both the
street tree requirement as well as the sidewalk a requirement.
4. There are regulated wetlands on the site, and the applicant received IWA/CC
approval on 12/16/15 with the following approval conditions:
• Conservation easement shall be delineated and shall be co-terminus with the rain
garden design.
• No Certificate of Occupancy will be granted on lot#2 until the mitigation area has
been constructed and the vegetation established. Final configuration of rain garden
and exact borders of the conservation easement shall be determined before
building permit is issued.
5. The applicant currently has one driveway cut off of Ellington Road to service
the two lots and an easement has been shown for this. Shared driveways are
required on collector roads.
6. The site is serviced by public water and septic systems. Heather Oatis with
the Health Department has reviewed and approved the septic design for these
two new houses
7. This property has land in both South Windsor and Ellington. A notice, as
required, was sent to the CRCOG for review. READ CRCOG notice.
8. If this application is approved, the planning department requests that the
zoning data table be corrected to reflect that the RR zone has a frontage
requirement of 175 feet, not 172 feet; Lot#3 should not be referenced as a lot,
40WN Sfq
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Certified#70142120000332142521
December 18, 2015
Peter DeMallie
Design Professionals Inc
21 Jeffrey Drive
South Windsor, CT 06074
RE: Appl. #15-61 P—Tall Oaks Acres Subdivision, 2995 and 2999 Ellington Road
Dear Mr. DeMallie:
At the December 16, 2015 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved Appl. #15-61 P, Tall Oaks Acres Subdivision—request for a 2 lot subdivision on property located
on the easterly side of Ellington Road (#2995 and#2999), southerly of the Ellington town line, Rural
Residential Zone., with the following conditions:
1. The final approved copy of the entire set of plans and this letter reproduced thereon must be
submitted to the Planning Department. 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 applicant 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 December 16, 2020. 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. No Certificate of Occupancy will be granted on lot #2 until the mitigation area has been
constructed and the vegetation established.
5. Conservation easement shall be delineated as a method to be approved by town staff.
6. Confirmation of the conservation easement shall be co-terminus with the rain garden design.
7. Final configuration of rain garden and exact borders of the conservation easement shall be
determined before building permit is issued.
8. All approvals required must be obtained and submitted prior to any activity on the site.
9. A contact person shall be identified on the plans.
Very truly yours,
INLAND WETLANDS AGENCY/CONSERVATION COMMISSION
Barbara Kelly, Vice Chairpersoi
cc: Director of Planning ✓.
Chief Building Official
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
SOR-CO TELEPHONE (860) 644-2511
CERTIFIED 7011 1570 0000 63371761
January 21, 2016
Stephen and Elizabeth Wisneski
c/o Peter DeMallie
Design Professionals, Inc.
21 Jeffrey Drive
South Windsor, CT 06074
Dear Mr. and Mrs. Wisneski:
Re: Appl. 15-61P Tall Oaks Acres Subdivision
We are pleased to advise you that the.Planning & Zoning Commission voted on January 19, 2016, to
approve with modifications Application 15-61P, Tall Oaks Acres Subdivision to create a 2 lot subdivision
on property located on the easterly side of Ellington Road (#2995 and #2999), southerly of the Ellington
town line, RR zone as shown on plans prepared by Design Professionals, Inc., Project # 3485 and dated
11/17/15, as revised. This approval is subject to the following modifications:
1. This approval is for 2 lots,numbered 1-2.
2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer.
3. Water shall be supplied to this subdivision by CT Water.
4. This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission.
5. A street tree waiver in accordance with C.2.0 (3)has been granted.
6. A sidewalk waiver in accordance with C.3.0 (1) g has been granted.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
8. All easements for conservation purposes, drainage or utilities,that may be required in connection
with the approval of this subdivision,must be submitted on standard Town easement form where
appropriate,to this Commission prior to filing the mylars and issuance of building permits.All
deeds for open space,public improvements and roadways must be submitted prior to request for
Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be
approved by the Engineering Department and Town Attorney.
9. Footing drains are required for each house. Prior to the building of any structure on a lot,a
topographic map, drawn to a scale of 1" =40', shall be submitted for each lot in the subdivision,
showing proposed contours, elevations and the location of the footing drains.No building permits
will be issued until the proposed contours, floor elevations and location of footing drains have
been approved by the Town Engineer.
10. Septic system must be submitted to and approved by the Environmental Health Officer prior to
filing of mylars and issuance of building permits.
11. .If,for any reason, finished grading and other individual lot site work is not completed,the Town
Engineer shall determine the amount of a cash bond to ensure final grading and site work. This
cash bond must be submitted prior to issuance of a Certificate of Occupancy.
12. Quantity estimates must be submitted to the Town Engineer(on the enclosed form) for the
purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy
and shall be posted prior to filing the final plans in the Town Clerk's office.
If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must
be renewed on a yearly basis until completion of the development. If a new Letter of Credit has
not been received within 30 days before the expiration date,the Commission may, at its option,
call the Letter it is holding.
assessment fee in the amount of 100.00 shall be submitted to this Commission.
13. A drainage ass $
g
14. The Town Engineer's review comments dated 1/12/16 must be incorporated into the final plans.
15. No building permits will be issued until all modifications have been complied with, and the final
plans have been filed in the Town Clerk's office.
16. Zoning data table be corrected to reflect that the RR zone has a frontage requirement of 175 feet,
not 172 feet
17. Lot#3 should not be referenced as a lot,instead labeled a parcel clearly stating"Not a Building
Lot".
18. All easements should be reflected on the plot plans.
Black and white transparent mylars of Sheet #'s V 1, CS 1, CS2 with the above modifications, together
with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped
and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency /
Conservation Commission, must be reproduced on the mylars.
After the mylars have been signed by the Commission,they will be returned to you for filing in the Office
of the Town Clerk by May 7, 2016. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely,
Bart Pacekonis, Chairman
Planning and Zoning Commission
BP/llz
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH MINDSOR,CT 06074
PHONE:860.291.8755
r � FAX:8onalsi ..com
www.design professiunaisinc.com
CIVIL &TRAFFIC ENGINEERS 1 PLANNERS I SURVEYORS/GIS ANALYSTS/ LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, t Rhode!.Stand
•
•
•
•
• February 15,2016
Ms.Michele R. Lipe,AICP
: Director of Planning
1540 Sullivan Avenue
South Windsor, CT 06074
• Re: Property Monumentation DPI Project: 3485
Wisneski, 2985 Ellington Road
South Windsor, Connecticut
• Dear Ms. Lipe;
Design Professionals, Inc. was hired by Stephen Wisneski to set iron pins at property corners and
to set concrete monuments at the corners of the conservation easement as depicted on a plan
entitled: "Subdivision Plan Tall Oaks Acres 2985 &2999 Ellington Road South Windsor,
: Connecticut Date: I I/17/15 Revised to 2/10/16 Scale: 1"=50' By: Design Professionals, Inc."
Due to site conditions we were not able to set concrete monuments at all of the corners of the
conservation easement. I discussed this with Mr. Jeffrey Folger the Town of South Windsor's
Senior Environmental Planner and it was agreed that we would set epoxy coated rebar at those
corners where a monument could not be set. We revised the above referenced plan to reflect the
locations where an epoxy coated rebar was set in place of a concrete monument. See the attached
copy of the revised plan.
•
At this time we were not able to set an iron rod at the angle point in the southerly line of Parcel D
: due to high water. We will set that point as soon as the water recedes. This point is depicted as
I.R. (TBS) on the attached plan.
Let me know if you have any questions regarding this matter.
:
• Sincerely;
e ,
•
r
•
r � �
•
Lawrence R. Geissler, Jr., L.S.
Director of Surveying
• RECEIVED
• MAR 0 7 2016
: SOUTH WINDSOR PLANNING DEPT,
• G:tjobs%3485\DocstCorrespondence\5ent\3485 Upe monumentatfon letter 02-15-16.doc
15�� CP
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH WINDSOR,CT 06074
PHONE:860.291.8755
FAX:8onalsi .8757
.com
www.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, *Rhode Island
• LETTER OF TRANSMITTAL
To: Michele Lipe Date: 3/7/2016 DPI Project No. 3485
Director of Planning Re: Tall Oaks Acres
Town of South Windsor 2995&2999 Ellington Road
: South Windsor, CT
:
: WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
• COPIES DATE NO. DESCRIPTION
4 2/22/2016 Set of plans
2 2/22/2016 Mylar Sheets: Cover&CS-1
1 2/15/2016 Property Monumentation Letter
• These are transmitted as checked below:
® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval
• ❑ For your use ❑ Make corrections ❑ Submit copies for distribution
❑ As requested ❑ Revise and Submit ❑ Return corrected prints
: ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us
REMARKS:
:
RECEIVED
MAR 0 7 2016
; Sp�'i WINDSOR Pt.AN NING DEPT.
• SIGNED: — CC:
Daniel H. Ja4ibn, E.I.T.
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH WINDSOR,CT 06074
PHONE:860.291.8755
FAX:860.291.8757
www.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS/ 613 ANALYSTS / LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, t Rhode Island
•
•
•
•
• February 15, 2016
Ms. Michele R. Lipe, AICP
Director of Planning
1540 Sullivan Avenue
South Windsor, CT 06074
: Re: Property Monumentation DPI Project: 3485
Wisneski, 2985 Ellington Road
South Windsor, Connecticut
• Dear Ms. Lipe;
: Design Professionals,Inc. was hired by Stephen Wisneski to set iron pins at property corners and
to set concrete monuments at the comers of the conservation easement as depicted on a plan
entitled: "Subdivision Plan Tall Oaks Acres 2985 &2999 Ellington Road South Windsor,
Connecticut Date: 11/17/15 Revised to 2/10/16 Scale: 1"=50' By: Design Professionals,Inc."
Due to site conditions we were not able to set concrete monuments at all of the corners of the
conservation easement. I discussed this with Mr. Jeffrey Folger the Town of South Windsor's
Senior Environmental Planner and it was agreed that we would set epoxy coated rebar at those
corners where a monument could not be set. We revised the above referenced plan to reflect the
locations where an epoxy coated rebar was set in place of a concrete monument. See the attached
copy of the revised plan.
:
At this time we were not able to set an iron rod at the angle paint in the southerly line of Parcel D
due to high water. We will set that point as soon as the water recedes. This point is depicted as
I.R. (TBS)on the attached plan.
Let me know if you have any questions regarding this matter.
• Sincerely;
J
: Lawrence R. Geissler,Jr., L.S.
Director of Surveying
•
a
•
• G:\Jobs\3485\Docs\Correspondence\Sent\3485 Lipe monumentation letter 02-15-16.doc
P.O.BOX 1167
21 JEFFREY DRIVE
SOUTH WINDSOR,CT 06074
PHONE:860.291.8755
Map FAX:860.291.875 7
www.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, 4�Rhode Island
LETTER OF TRANSMITTAL
To: Michele Lipe Date: 4/12/2016 DPI Project No. 3485
Director of Planning Re: Tall Oaks Acres
Town of South Windsor 2995&2999 Ellington Road
: South Windsor, CT
WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
• COPIES DATE NO. DESCRIPTION
3 3/11/2016 CS-1 (Paper Sheets)
1 3/11/2016 CS-1 (Mylar Sheet)
• These are transmitted as checked below:
❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for
: approval
• ® For your use ❑ Make corrections ❑ Submit copies for
• distribution
❑ As requested ❑ Revise and Submit ❑ Return corrected prints
: ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us
REMARKS:
:
RECEIVED
APR 12 2016
SWTH WINDSM PLANNING DEPT.
• SIGNED: ��� CC:
Daniel H. Jameson, E.I:T.
4"'N SF4
slou� ?d&uaot
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
r�OSOR-co TELEPHONE(860) 644-2511
April 14,2016
Peter DeMallie
Design Professionals, Inc.
P.O. Box 1167
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Appl. 15-61P, Tall Oaks Acres Subdivision
We are pleased to advise you that the Planning & Zoning Commission voted on April 12, 2016
to grant two 90 day extensions to record the approved subdivision mylars for the above.
referenced application.
Sincerely,
Bart Pacekonis,Acting Chairman
Planning&Zoning Commission
BP/llz
i
PAYMENT SUMMARY RECEIPT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 04/29/16 CUSTOMER#: 000000000
TIME: 15:50
CLERK: laurenlz
RECPT#: 20851519 PREV BAL:
TP/YR: MS/2016 AMT PAID: 100.00
BILL: ADJSTMNT:
EFF DT: 04/29/16 BAL DUE:
PERMITS/INSP PAYMENT
-----------------TOTALS-----------------
PRINCIPAL PAID: 100.00
INTEREST PAID: .00
ADJUSTMENTS: .00
DISC TAKEN: .00
AMT TENDERED: 100.00
AMT APPLIED: 100.00
CHANGE: .00
PAID BY: MARIANNE LASSMAN FIS
PAYMENT METH: CHECK
PAYMENT REF: 5440
VOL 2 5 2 0 PAGE 0 0
n02O86
CONSERVATION EASEMENT AGREEMENT
THIS AGREEMENT made this ay of April, 2016, by and between Stephen J.
Wisneski, Jr. and Elizabeth A. Wisneski, both of the Town of South Windsor, County of Hartford,
and State of Connecticut, hereinafter called "GRANTORS", and the TOWN OF SOUTH
WINDSOR, a municipal corporation having its territorial limits within the County of Hartford, and
State of Connecticut, hereinafter called "GRANTEE";
WITNESSETH
WHEREAS, the Grantors are the owners of real property, hereinafter described, situated in
the Town of South Windsor, County of Hartford, and State of Connecticut, which Grantee, acting
through its Inland/Wetlands Agency/Conservation Commission has determined would be in the
public interest to retain, maintain and conserve in its natural state; and
WHEREAS, the Grantee has determined that the maintenance and conservation of the said
property of the Grantors can best be accomplished by the securing by Grantee of a conservation
easement over, across, and upon the said property of Grantors; and
WHEREAS, the Grantors are willing, in consideration of One Dollar ($1.00) and other
valuable consideration, receipt of which is hereby acknowledged, to grant to said Grantee the
easement and covenants as hereinafter expressed concerning said property, thereby providing for its
maintenance and conservation.
NOW THEREFORE, said Grantors do hereby give, grant, bargain, sell and confirm unto said
Grantee, its successors and assigns forever, the right, privilege and authority as a Conservation
Easement Agreement perpetually to preserve, protect, limit, conserve and maintain the land
hereinafter described in its present natural condition. All covenants contained herein are deemed to
run with the land.
Said premises subject to this Conservation Easement Agreement, hereinafter called the
'CONSERVATION EASEMENT AREA' shown as `PROPOSED CONSERVATION EASEMENT
IN FAVOR OF THE TOWN OF SOUTH WINDSOR AREA: 78,717 SF' on a map or plan entitled
"TALL OAKS ACRES 2995 & 2999 Ellington Road South Windsor Connecticut Prepared for
Stephen & Elizabeth Wisneski 2985 Ellington Road South Windsor, CT 06074 Date 11/17/15
Revisions 12/15/15 Town Comments & General Revisions; 1/17/16 Town Comments; 1/11/16 Town
Comments; 1/12/16 General Revisions; 2/10/16 Final Town Approval; 2/12/16 Set Boundary
Monumentation; 2/22/16 Final Approval Changes; 3/11/16 Add Easement Labels Scale V = 50'
Sheet No. CS-1 design professionals civil & traffic engineers / planners / surveyors / GIS analysts
/landscape architects 21 Jeffrey Drive South Windsor CT 06074 860 291-8755", which Conservation
Easement Area is more particularly bounded and described as follows:
Commencing at an iron rod on said map on the easterly street line of Ellington Road, said point
being the northwesterly corner of Lot#2, 2999 Ellington Road, as shown on said map;
Thence running S39° 53' 44"W along the easterly street line of Ellington Road a distance of 88.35
feet to an epoxy iron rod; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
Doc ID: 002425740007 Type: LAN
Book 2520 Page 8 - 14
File# 02086
7
VOL 2520pAE 0Oq
thence running S02° 06' 3 8" W a distance of 112.58 feet to a monument;
thence running S30' 27' 21" E a distance of 77.75 feet to an iron rod;
thence running S 15' 13' 18" W a distance of 62.10 feet to a monument;
thence running S21° 06' 04" E a distance of 47.56 feet to a monument;
thence running S34° 57 45" W a distance of 71.20 feet to a monument;
thence running S02° 37 21" W a distance of 142.08 feet to a monument;
thence turning and running S63° 00' 23" E a distance of 117.54 feet to an iron rod;
thence turning and running N21° 50' 22" E a distance of 175.71 feet to an iron rod;
thence turning and running N63° 00' 23" W a distance of 112.02 feet to an iron rod;
thence turning and running N38° 52' 34" E a distance of 303.13 feet to an iron rod;
thence turning and running N51° 07' 26" W a distance of 247.46 feet to the point and place of
beginning.
The grant of this easement does not in any way grant to the public the right to enter upon said
CONSERVATION EASEMENT AREA for any purpose whatsoever unless stated specifically in
this Conservation Easement Agreement.
COVENANTS
Grantors covenant and agree to prohibit and refrain from the following activities under, over,
or upon the CONSERVATION EASEMENT AREA:
1. No buildings, camping accommodations, play equipment or vehicles of any type, or mobile
homes shall be placed or erected in the CONSERVATION EASEMENT AREA. Fences are
prohibited unless approved through EXCEPTIONS procedure, as described below.
2. No signs, billboards or other such advertising materials or structures of any kind or nature
will be placed or erected upon, below or above the CONSERVATION EASEMENT AREA.
J. The topography of the landscape of the CONSERVATION EASEMENT AREA shall be
maintained in its present condition, and no topographic changes shall be made. Topographic
changes shall include, without exclusion, cutting of trees (except as may be required by good
tree husbandry and maintenance after receiving written approval of the Grantee), filling,
excavating, dredging, mining or drilling, removal of topsoil, sand, gravel, rocks, or minerals,
alteration of natural or existing watercourses or drainage, or the construction and installation
of roads, driveways or utilities.
4. There shall be no use of pesticides, poisons, biocides or fertilizers, draining of wetlands,
burning or disturbance or change in the natural habitat of the CONSERVATION
EASEMENT AREA.
5. There shall be no manipulation or alteration of natural watercourses, lakeshores, marshes or
other water bodies, nor shall any uses or activities in the CONSERVATION EASEMENT
AREA be permitted which could be detrimental to water purity or to any vegetative, wildlife
or hydrological function.
VOL 2520pa0a I '
6. There shall be no operation of vehicles, snowmobiles, dune buggies, motorcycles, mini-
bikes, go-carts, all-terrain vehicles or any other type of motorized vehicle in the
CONSERVATION EASEMENT AREA.
7. There shall be no dumping, no filling or placing of trash, ashes, leaves, waste, rubbish,
garbage or junk in the CONSERVATION EASEMENT AREA. In the event that such
materials are placed in the CONSERVATION EASEMENT AREA by the Grantors, the
Grantors, upon notice from the Grantee, will remove said materials within 30 days of such
notice.
8. There shall be no storage or placement of any equipment, natural or man-made materials or
substances in the CONSERVATION EASEMENT AREA.
The Grantee does not waive or forfeit the right to take action as may be necessary or required in
order to ensure compliance with said covenants and/or the purposes for which this Conservation
Easement was granted. It is the responsibility of the property owner to be fully aware of all the
conditions contained in the Conservation Easement Agreement as expressed herein. The Town of
South Windsor will vigorously enforce the conditions established herein.
EXCEPTIONS
The Grantors, with the written consent of the Grantee, acting by and through the
Environmental Planner, may enter upon the CONSERVATION EASEMENT AREA to conduct the
following activities:
1. Removal of debris, dead trees or brush for the purpose of promoting safety;
2. Pruning and thinning of live trees and brush for the purpose of promoting safety and aesthetic
quality, or restoration of natural balance including the removal of exotic species;
3. Planting of trees, shrubs or other vegetation for the purpose of enhancing wildlife or aesthetic
quality.
Grantee's approval for exempted activities may be withheld only upon a reasonable determination
by the Grantee that the action as proposed would be inconsistent with the purpose of this
Conservation Easement Agreement. Consideration shall be given to the manner in which such
activity is to be undertaken to ensure there is no detrimental impact to the natural character of the
land. In addition, the wildlife value of brush and dead trees to be removed shall be considered and
weighed against the purpose of the request.
The above procedure shall not abrogate the requirement to acquire any permits required by
local, state or federal law.
Before commencement of any site work in the CONSERVATION EASEMENT AREA, the
Grantors shall mark the boundaries of the CONSERVATION EASEMENT AREA with wooden
stakes. Such stakes shall be located at the endpoints of the boundary and at each change of boundary
direction. The endpoints of the boundary shall be permanently marked with merestones.
ACCEPTANCE OF EASEMENT
Acceptance of this Conservation Easement Agreement by the Grantee shall be evidenced by
approval of the Town Manager.
LIMITATION ON RIGHT TO AMEND
If circumstances arise under which an amendment to or modification of this Conservation
Easement Agreement would be appropriate, Grantors and Grantee may jointly amend this
Agreement by following the procedure outlined in the Town's Conservation Easement Ordinance,
which is Section 164 of the South Windsor Code of Ordinances.
RELEASE OF EASEMENT
If said CONSERVATION EASEMENT AREA, or any part thereof, shall be taken by
condemnation, or release of the CONSERVATION EASEMENT AREA has been requested, then
the procedures outlined in the Town's Conservation Easement Ordinance, which is Section 164 of
the South Windsor Code of Ordinances must be followed.
IDENTIFICATION AND INSPECTION OF CONSERVATION EASEMENT AREA
The Grantors further covenant and agree as follows:
I. The Grantors shall cause to be installed and maintained, merestones identifying the
boundaries of the CONSERVATION EASEMENT AREA.
2. The Grantors hereby grant the Grantee the right to access the property for the purpose of
maintaining markers identifying the boundaries of the CONSERVATION EASEMENT
AREA.
3. The Grantors hereby grant the Grantee, upon reasonable notice, the right to have a
representative of the Town inspect the CONSERVATION EASEMENT AREA to determine
if the Grantors, its successors and assigns, are complying with the covenants and purposes of
this Agreement.
4. The Grantee may enforce this Agreement by proceeding in law or in equity, including but not
limited to the right to require the restoration of the CONSERVATION EASEMENT AREA
to the condition at the time of this Agreement. Any costs incurred by Grantee in enforcing
the terms of this Agreement against any violator including without limitation, costs of suit
and attorney's fees, shall be borne by the violator.
FINDING OF
VIOLATION
1. If the Grantors are found by the Grantee to have violated the terms of this Easement or
Agreement, the Grantors agree, among other things, to cease and desist from any activity
violating the terms of this Conservation Easement Agreement, and further agree to restore the
V1, 2u !
CONSERVATION EASEMENT AREAS as closely as possible to their natural state. Such
restoration shall include but is not limited to:
a) replanting with trees, shrubs or other appropriate vegetation acceptable to the Grantee;
b) removal of any debris, trash, garbage, ashes, waste, rubbish, silt, unsightly or offensive
material;
c) removal of any unauthorized buildings, signs, billboards or other advertising, or other
structures on or above ground;
d) emplacement and maintenance of erosion controls;
e) Restoration shall be at the expense of Grantors or their successors and/or assigns and in
accordance with plans developed by a qualified professional such as a landscape architect
and/or professional engineer, and approved by the Grantee or its successor.
2. If the Grantors are found to have violated a Conservation Easement Agreement, the Grantee,
or its successor, may exercise its discretion in accordance with the Town's Conservation
Easement Ordinance, which is Section 164 of the South Windsor Code of Ordinances, to levy
a daily fine following notification to the Grantor or its successors and/or assigns of a Finding
of Violation, and proceeding until full restoration has been achieved and certified by the
appropriate Town Agency.
The foregoing Conservation Easement Agreement shall be permanent and binding upon the Grantors
and her/his heirs, successors and assigns, except as herein before set forth, and inure to the benefit of
Grantee, its successors and assigns.
TO HAVE AND TO HOLD the above-granted rights, privilege or authority unto said Grantee, its
successors and assigns forever, to its and their own proper use and behoof.
IN WITNESS WHEREOF, the Grantors have hereunto set or caused to be set their hands and seals
the day and year first aforementioned.
Signed, Sealed and Delivered
In the Presence of: GRANTORS:
�_ kjU �7u -"A, 1
be,/-?v/4 .. j2� �jn , � tephen J. isneski, Jr.
11'kI'4 ,-,A17f7L G , �}f�/�,zt ElizoOdh A. Wisneski
VOL ; 20PA" 00I3
GRANTEE
TOWN OF SOUTH WINDSOR
�J s
vr-bo 01 9 R a
By ti
Matthew B. Galligan, Its Town anager
JDuly authorized
STATE OF CONNECTICUT:
: ss. South Windsor April 2016
COUNTY OF HARTFORD :
Personally appeared, Stephen J. Wisneski, Jr., known to me (or satisfactorily proven to be), signer and
sealer of the foregoing instrument and acknowledged the same to be his free act a94 deed before me.
r�l
Marianne L. tisher
Commissioner of Superior Court
STATE OF CONNECTICUT:
: ss. South Windsor April�, 2016
COUNTY OF HARTFORD :
Personally appeared, Elizabeth A. Wisneski, known to me (or satisfactorily proven to be), signer and
sealer of the foregoing instrument and acknowledged the same to be her free act and de before me.
Marianne L. Fisher
Commissioner of Superior Court
VU 2 G014
STATE OF CONNECTICUT:
ss. South Windsor , 2016
COUNTY OF HARTFORD :
Personally appeared, Matthew B. Galligan, known to me (or satisfactorily proven to be), signer and
sealer of the foregoing instrument and acknowledged the me to be his free act and deed and the free act
and deed of the Town of South Windsor, before me.
Approved by Town Engineer 5-A-
V
Date
effrey B. Doolittle, RE
Received for Record�I Q f`2v I t o
At (D
Recorded in South Wit
or,CT
BY
1
- o �� I.n�
A'5 5�L. Town Clerk
TOWN OF SOUTH WINDSOR
STAFF SITE CHMGE
FOR SITE & SUBDIVISION
GENERAL: James Bernardino
CHANGE ORDER CONTACT PERSON Design Professionals, Inc. phone No.860-291-8755
Address 2995 AND 2999 Ellington Road South Windsor,Cr 06074
Site Dame Tall Oaks Acres P&Z No. 15-61P
Owner Stephen and Elizabeth Wisneski Phone No.860-550-2323
Contractor TBD
Signature of Owne Date
Signature of Desi Engr _ �r'`SDate*.,..
CHANGE: (Describe location a d nature of change. Include
Four (4) copies of plan/profile of Change. )
- Lot 2 septic configuration and grading to provide minimum of 50 foot separation foundation drain.
- Lot one septic leaching structure modified to accommodate above. New MLSS calculations provided on revised
plan.
- Lot 1 location of septic tank and pump chamber, noted to be water tight to allow for being within 25 feet of
foundation.
- No changes are proposed to building locations and limit of work.
Reason for Change: (Why-.is change required)
To accommodate PZC condition of approval to provide foundation drains,thus requiring a 50 foot separation to the
leaching facility of the septic system.
APPROVALS: (As Requ`red
Dir. Of Planning Date: 7 1,1
Town Engineer Date: J L�Lfli
Dir. of Public W rk�s , Date: /
Other:--_- > Dane:
STAFF COMMENTS: .t
white Town--Engineer Yellow`--- - Applicant-
Pink - Director of Planning
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: TAy 0 5-Some,-
CHANGE ORDER CONTACT PERSON 3; S
i'. Qu &.0 Phone No. 860- ~� (
Address_` e SIN E1 r t'y _;v1:A;:Mej Rc?.
Site Name `T'�t ,it., (�e�i i� l�C(�e P&Z No. Z 5 � (_
Ownere,�� ri 'r j Phone 3 P93
Contractor
Signature of Owner ` cC dWve1_ Date a-L �°i (&
Signature of Design Engr.\ Date: - - j(a
CHANGE: (Describe location an nature of change. Include
Four (4) copies of plan/profile of Change. )
�✓1
:Lt n.L0,0VV\VV\(9 GEC , &�-\yeu0 �-/.
Reason for Change: (Why is change required)
APPROVALS: (As Required)
Dir. Of Planning Date: 12-
Town Engineer - Date: (2-
Dir. of Public Wo ks Date:
other: Date:
STAFF COMMENTS:
J 2L
White - Town. Engineer Yellow - Applicant
Pink - Director of Planning Goldenrod - Engineering Department
LETTER OF TRANSMITTAL
RUSSO DATE-
SURVEYORS
JOB
•ENGINEERS �a NO.
i Shoham Rd-East ltiindsor,CT06088 E 4
t
CT: (860) 623-0569 RE:
MA: (413) 785-1158
FEE +� L
WE ARE SENDING YOU Attached ❑ Under separate cover Via k jv 1 the following items-
❑ Cover Letter Paper Prints ❑ Mylars ❑ Specifications ❑ Report ❑ Other
COPIES DATE SHEET NO. DESCRIPTION
THESE ARE TRANSMITTED (as checked below):
4"'For approval ❑ For your use ❑ For review and comment ❑ As requested
❑ For signature ❑ For your records ❑ Returned after loan to us ❑ Forbids due
REMARKS:
SENT BY: - [ i 1
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