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HomeMy WebLinkAbout04-10P Spec Ex/Site Plan TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application No: 04-IUP RECEIVED RECEIVED Official Receipt Date: _ 04 F E g 2 7 2004 F F B 4-8/20 04 Receipt No: i SOUTH WINDSOR PLANNING DE*"'WINDSOR PLANNING DEPT. APPLICANT: K.F. Realty, LLC, attn: Walter Kebalo, Manager PROJECT NAME: Quarry Brook Village ADDRESS: 175 Wheeler Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: same as applicant ADDRESS: COMPLETE LOCATION OF PROPERTY: 960 Pleasant Valley Road, South Windsor ASSESSOR'S MAP# 25 PARCEL# 52 ZONE RR NAME,ADDRESS,TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Galen Semprebon, P.E., Director of Engineering, Design Professionals, Inc., 165 South Satellite Road, South Windsor, CT 06074, Tel: 291-8755, Fax: 291-8757 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval 0 Special Exception to Article 4.1.12 Public p � ( Hearing, Certified letter to abutters required) ❑✓ Site Plan of Development ❑ General Plan of Development ❑ Earth Filling(Sec. 15) and/or Earth Removal(Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) ❑ Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. -Aillize, ?ad 'Z/�-w le Signatur of Applicant Signature&Property Owner Stormwater-Management-Pun Kebalo SRD Pleasant Valley Road South Windsor, Connecticut w RECEIVED FEB 2 7 2004 SOUTH WINDSOR PLANNING DEPT. Prepared by Design Professionals,Inc. 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 98-1110 February 16,2004 Table of Contents: Introduction 1 Background 1 Proposed Development 1 Off-Site Analysis 1 Peak Runoff control 1 Riparian Buffers 1 Mosion/Sedimentation Control Systems 1 Storm-water Runoff Quality 2 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 2 Topographic Contour Maps 3 Floodplain Boundaries 3 Drainage Design 3 On-Site Storm Sewer Calculations 4 On-Site Water Quality Measures 4 Conclusions 4 Appendices TR-55 (Existing) A TR 55 (Developed) B Detention Basin Design C Routing through Basin r D Storm Sewer Calculations E Drainage Area Maps Back of Report Introduction: The proposed development is to consist of a six-unit senior residence development on approximately 3.1 acres of land. The site is located on the north side of Pleasant Valley Road in South Windsor, Connecticut. Background: The site is presently undeveloped, and the south side of the site is a cleared field. The rear of the site is wooded. Quarry Brook runs through the site. hroposed Development: The proposed development of the site is to consist of the construction of b senior residence units including the installation of access driveways, parking areas, and garages. The storm-water management system for the site will consist of a number of elements that in combination will mitigate the impacts of the development on the storm-water runoff from the site. The developed areas of the site including all paved areas will be collected by a series of catch basins that will discharge to an on site water quality/detention basin. The proposed water quality/detention basin has been designed to detain the 2-100 year design storms at or below existing discharge rates. The basin will have a high level overflow for flows in excess of the 100-year storm event. The detention basin will outlet to the north toward Quarry Brook The detention basin has been designed to provide extended detention for the small storm event (2 year and less). The extended detention option for water quality was chosen due to general concerns by residents of constructing wet basins that could potentially harbor mosquitos. The extended detention basin would drain completely and therefore not provide a permanent pool of water. Off-Site Analysis: The design of the proposed on-site storm-water drainage system has been completed with the goal of providing no increase in peak runoff from the site. As such,no negative impacts to off-site facilities is anticipated. Peak Runoff Control: The site development will drain to the proposed detention basin. The basin will provide mitigation of peak storm-water flows. The design of the detention basin is outlined within this report. Riparian Buffers: Buffers consisting.of natural and additional vegetative plantings will be maintained on the west and east sides of the proposed senior residence development. Natural vegetation exists on the north side that will remain. Erosion/Sedimentation Control.Systems: An extensive erosion/sedimentation control plan has been developed as part of the site plan design. These measures include the following: 1. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Installation of silt fence around catch basins. 4. Use of the detention basin during construction as a sediment basin. 5. Seeding and mulching disturbed areas as soon as practical during construction. - 5. Limiting the areas of disturbance during construction._ 7. Installation of construction entrance pads, and sweeping of roadways as needed. 8. Maintenance of the above measures. Stormwater Runoff Quality: A number of water quality measures have been integrated into the site design to provide for treatment of the stormwater runoff from the site. These include the installation of catch basin sumps, and the use of the proposed detention basin as a water quality basin. Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to a detention basin. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm_ The detention basin has been designed to handle the runoff from a 100-year design storm through the outlet, and larger storm events through the emergency overflow weir. Discharge at the Natural Location: The site discharge to the north will be to the existing stream channel- Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water Detention Basin System The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be re-shaped and replenished as required. Catch Basins: The catch Basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within the senior residence facility shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure: The detention basin outlet structure shall be inspected twice annually, and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The - riprap at the discharge shall be re-arranged and additional stone added as needed. All silt and debris shall be disposed of at a suitable location. Emergency Spillway: The stone spillway shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be re-arranged and added to as required to maintain the design as per the design plans. Topographic Contour Maps: Topographic contour maps have been provided showing the drainage areas for the site at a scale of F=20'. The maps showing the existing and developed conditions are included in the rear of this report. Floodplain Boundaries: The floodplain boundaries are shown on the site plan. Drainage Design: The drainage design of the site has been completed utilizing a number Of computer programs and generally accepted design methods. The runoff from the site under existing and developed conditions was developed utilizing the TR-55 computer program. The flood routing and detention and infiltration basin modeling was completed utilizing the Hydroflow Hydrographs for Windows computer program by Intelisolve. The drainage piping on site was designed using the rational formula. Under existing conditions, the site drains to the north. The TR-55 calculations for the existing runoff to the north are contained in appendix A. The summary of the results is as follows: Design Storm Peak Discharge(CFS) 2 year 0 10 year 1 25 year 1 50 year 1 100 year 1 Under developed conditions, the site was designed to drain to the north to the proposed detention basin The TR 55 analysis for the discharge to the basin is included in appendix B. The summary of the existing, and developed conditions discharges to the detention basin are as follows for the 2-100-year storm event: Design Storm Exist. Peak Discharge (CFS) Developed Peak Discharge(CFS) 2 year 0 1 10 year 1 2 25 year 1 2 50 year 1 3 100 year 1 3 The detention basin has been designed to contain the 2-100 year storm events within the basin, and to discharge at a rate less than or equal to the peak rate of runoff to the north under existing conditions. Storm events up to and including the 100-year storm event will discharge from the basin through 2 orifices, and the outlet pipe. Storms in excess of the 100-year storm event would discharge through a catch basin top on the outlet structure. In event that the outlet structure becomes clogged, or for very large storms, a riprap emergency spillway has also been.provided. The design of the detention_basin.is included in appendix C. The hydrograph routings of the 2-100 year design storms through the detention basin are included in appendix D. A summary of the existing and post developed drainage discharges from the detention basin are as follows: Storm Event Existing Discharge (CFS) Developed.Discharge (CFS) 2 year 0 0.36 10 year 1 1.06 25 year 1 1.28 50 year 1 1.42 100 year 1 1.56 On-Site Storm Sewer Calculations: The storm sewer calculations for the storm piping within the proposed subdivision roadway are included in appendix E. The storm sewer has been designed for a 10-year design storm utilizing the rational formula. On Site Water Quality Measures: As part of the design of the detention basin,the basin was designed to provide extended detention for the smaller storm events (2year or smaller). The two year storm event was designed to provide extended detention and will take approximately 35 hours to drain. A small P orifice will be provided in the outlet structure to provide the extended detention. Conclusions: The on-site stormwater system with the associated water quality and detention basin is expected to mitigate any potential impacts from the development of the site both due to increase of runoff, and water runoff quality. APPENDIX--A J RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 -- Project :- KEBALO--PLEASANT VALLEY_RD _ _ User: GBS _ Date: 02/12/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS-02-12-04 Subarea : 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICWLTURAL LANDS Pasture, grassland or range good - 0.68 (61) - - Total Area (by Hydrologic Soil Group) .68 -------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: .68 Acres WEIGHTED CURVE NUMBER: 61* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method F TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00 Project : KEBALO-PLEASANT-VALLEY-RIB- __ _User: GBS_ Date: 02/12/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS702-12-04 ------------------------ ------------------------------------------------------ Flow Type 2 year Length Slope- Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- Sheet 3 .2 150 .04 F 0 .249 Shallow Con'Cent'd 130 .04 U 0 .011 Time of Concentration = 0 .26* --- Sheet Flow Surface Codes -- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 a Res. H Woods, Light P Paved D Cultivated > 20 o Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 00 Project :--KEBALO-PLEASANT- VALLEY RD _ __ _ _. . User: GBS Date:._ 02./.12/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS-02-12-04 Data: Drainage Area .68 * Acres Runoff Curve Number 61 * Time of Concentration: 0 .26 * Hours Rainfall Type' III Pond and Swamp Area NONE -------------------------- Storm Number Z 2 3 4 5 ---------------------- ---- ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6.2 6.9 Ia/P Ratio 0 .40 0 .27 0 .23 0.21 0 .19 Runoff (in) 0.44 1.19 1 .68 2 .14 2 .63 Unit Peak Discharge 0.544 0 .715 0.738 0 .754 0 .766 (cfs/acre/in) Pond and Swamp Factor 1.00 1.00 1. 00 1.00 1 .00 0 0o Ponds Used Peak Discharge (cfs) 0 1 1 1 1 * - Value(s) provided from TR-55 system. routines APPENDIX B-- RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 Project : KEBALO-PLEASANT VALLEY RD _ _User,_ GBS __ _ Date; 02/12/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 02-12-04 Subarea : 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 750 - 0 .32 (61) - - Impervious Areas Paved parking lots, roofs, driveways 0 .36 (98) - - Total Area (by Hydrologic Soil Group) . 68 ------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: .68 Acres WEIGHTED CURVE NUMBER: 81* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00 Project : REBALO-PLEASANT VALLEY. RD. __ _ __ User: GBS Date _02/12/99 County HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 02-12-04 -------------------------------------------------------------------------------- Flow Type 2 year Length Slope- Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 70 .04 F 0 .136 Open Channet 240 2 0 .033 Time of Concentration = 0 .17* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated -- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 o Res. H Woods, Light P Paved D Cultivated > 20 °s Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 ... . Project : KEBALO-PLEASANT_VALLEY RD _ _ _ ___...Us.er_._GBS Date.:_ 02/12/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 02-12-04 Data: Drainage Area .68 * Acres Runoff Curve Number 81 * Time of Concentration: 0 .17 * Hours Rainfall Type' III Pond and Swamp Area NONE Storm Number 1 2 3 4 5 ---------------------- ---- ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4.7 5 .5 6 .2 6.9 Ia/P Ratio 0 .15 0 .10 0 .09 0 . 08 0 .07 Used 0 .15 0 .10 0 .10 0.10 0.10 Runoff (in) 1.47 2 .72 3 .43 4.07 4.71 Unit Peak Discharge 0.895 0.922 0 .922 0 .922 0.922 (cfs/acre/in) Pond and Swamp Factor 1. 00 1.00 1.00 1.00 1.00 0 .0% Ponds Used Peak Discharge (cfs) 1 2 2 3 3 * - Value (s) provided from TR-55 system routines - - APPENDIX C i Reservoir Report Page 1 Reservoir No. 1 - PROP. POND Hydrallow Hydrographs by Intelisolve Pond-Data Pond storage is based on known contour areas. Average end area method used. Stage I Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft) 0.00 76.00 320 0 0 1.00 77.00 900 610 610 2.00 78.00 1,875 1,388 1,998 3.00 79.00 3,420 2,648 4,645 M - - Culvert 1 Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 1.0 8.0 0.0 Crest Len It = 0.00 0.00 0.00 0.00 Span in = 12.0 1.0 8.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 1 1 1 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 76.00 76.00 77.20 0.00 Weir Type = - - - - Length ft = 50.0 0.5 0.5 0.0 Multi-Stage = No No No No Slope% = 0.50 1.00 1.00 0.00 N Value = .013 .013 .013 _000 Orif.Coeff. = 0.60 0.60 0.60 0.00 . Multi-Stage = n/a No Yes No EAltration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage 1 Storage I Discharge Table Stage Storage Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cult ft efs cfs cfs cfs efs cfs cfs cfs cfs cfs 0.00 0 76.00 0.00 0.00 0.00 - - - - - - 0•00 1.00 610 77.00 0.00 0.03 0.00 - - - - - - 0.03 2.00 1,998 78.00 1.16 0.04 1.15 - - - - - - 1.18 3.00 4,645 79.00 2.04 0.05 2.04 , - - - - - - 2.08 PPENDIX-I3 - r Hydrograph Report Pagel Hydratlow FWrographs by intelisoNe _ Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 0.36 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = PROP. POND Max. Elevation = 77.52 ft Max. Storage = 1,327 cuft Storage Indication method used. Outflow hydrograph volume=3,512 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.80 0.02 76.08 0.00 - -- -- -- -- -- 0.00 10.90 0.03 76.09 0.00 -- -- --- ---- --- ___ - 0.00 11.00 0.03 76.11 - 0.01 -- -- --- --- -- -- -- 0.01 11.10 0.03 76.12 - 0.01 - - -- - - --- - 0.01 11.20 0.04 76.14 - -0.01 -- -- ---- -- - - - 0.01 11.30 0.04 76:16 - 0.01 - -- - - - - - 0.01 11.40 0.05 76.19 - 0.01 - - - --- - - 0.01 11.50 0.06 76.21 - 0.01 --- ----- -- -- -- - ---- 0.01 11.60 0.08 76.25 - 0.01 - ---- -- - -- -- -- 0.01 11.70 0.11 76.30 - 0.01 - - - - ---- - 0.01 11.80 0.17 76.37 -- 0.02 - - -- - -- ---_ - 0-02 11.90 0.26 76.49 0.02 - - -- -- ---- - 0.02 12.00 0.44 76.68 -- - 0.02 ----- - - - --- -- -- 0.02 12.10 0.71 77.01 - 0.03 -- --- -- -- -- --- ----= 0.03 12.20 0.82<< 77.20 -- 0.03 -- - - --- -- ---- -- 0.03 12.30 0.71 77.37 0.12 0.03 0.11 - - - - - - 0.1.4 12.40 0.54 77.48 0.27 0.03 0.26 - -- - -- -- 0.29 12.50 0.39 77.52<< 0.34 0.03 0.32 - - -- -- -- ---- 0.36 12.60 0.28 77.51 0.32 0.03 0.32 ----- -- - -- --- ---- 0.35 12.70 0.21 77.49 0.28 0.03 0.28 ----_ ----- - -- - - - 0.31 12.80 0.16 77.46 0.24 0.03 0.24 - -- -- --- --- --- 0.27 12.90 0.14 77.44 0.21 0.03 0.20 - - - --- -- - 0.23 13.00 0.13 77.42 0.18 0.03 0.17 - - - - ---- -- 0.20 13.10 0.12 77.40 0.15 0.03 0.14 - -- - - -- --- --- 0-17 13.20 0.11 77.39 0.14 0.03 0.13 -- -- -- ---- --- - 0.16 13.30 0.11 77.38 0.12 0.03 0.12 -- ---- -- --- --- --- 0.15 13.40 0.10 77.37 0.11 0.03 0.11 ----- - --- ----- -- -- 0.14 13.50 0.10 77.36 0.10 0.03 0.10 - - -- - - - 0.13 13.60 0.10 77.35 0.10 0.03 0.09 - - - - - 0-12 13.70 0.09 77.35 0.09 0.03 0.08 - --- - - . ---- - - 0.11 13.80 0.09 77.34 0.08 0.03 0.08 - - - --- ----- 0.11 13.90 0.09 77.33 0-08 0.03 0.07 -- - - -- - - 0-10 14:00 0.08 77.33 0.07 0.03 0.07 ----- ---- ----_ - - 0.10. 14.10 0.08 77.33 0.07 0.03 0.07 - - - - - - 0.09 14.20 0.08 77.32 0.06 0-03 0.06 - - - ----- - - 0.09 14.30 0.07 77.32 0.06 0.03 0.06 - - - - - - 0.09 14.40 0.07 77.31 0.06 0.03 0.05 - - ----- -- - -- 0.08 14.50 0.07 77.31 0.05 0.03 0.05 - - -- - - - 0.08 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.60 0.07 77.31 0.05 0.03 0.05 -- - - -- - - 0.08 14.70 0.07 77.31 0.05 0.03 0.05 --- -- --- --- -- ---- 0.08 14.80 0.07 77.31 0.04 0.03 0.04 --- - --- ---- --- -- 0.07 14.90 0.06 77.30 0.04 0.03 0.04 -- - - - - 0.07 15.00 0.06 77.30 0.04 0.03 0.04 - - - - - 0.07 15.10 0006 77.30 0.04 0.03 0.04 --- - --- - -- - -- 0.07 15.20 0.06 77.30 0.04 0.03 0.04 -- - - -- --- 0.07 15.30 0.06 7729 0.04 0.03 0.04 ----- --- --- ---- ---- --- 0.07 15A0 0.06 77.29 0.04 , 0.03 0.04 --- ---- -- -- --- --- 0.07 15.50 0.05 77.29 0.03 0.03 0.03 -- - - -- - 0.06 15.60 0.05 77.29 0.03 0.03 0.03 - - - - - 0.06 15.70 0.05 77.28 0.03 0.03 0.03 -- - - - -- - 0.06 15.80 0.05 77.28 0.03 0.03 0.03 -- -- - - -- - 0.06 15.90 0.05 77.28 0.03 0.03 0.03 -- - - -- ---- 0.06 16.00 0.04 77.27 0.03 0.03 0.03 ---- - --- --- - - 0.06 16.10 0.04 77.27 0.03 0.03 0.03 - - - - - 0.06 1620 0.04 77.27 0.03 0.03 0.03 0.06 16.30 0.04 77.26 0.02 0.03. 0.02 --- -- - - - - 0.05 16.40 0.04 77:26 0.02 0.03 0.02 - - - - -- -- 0.05 16.50 0.04 77.26 0.02 0.03 0.02 ----- - - ---- --- -- - -- 0.05 16.60 0.04 77.25 0.02 0.03 0.02 -- -- - ---- -- 0.05 16.70 0.04 77.25 0.02 0.03 0.02 --- - - - - ---- - 0.05 16.80 0.04 77.25 0.02 0.03 0.02 - -- ---- --- 0.05 16.90 0.04 77.25 0.02 0.03 0.02 --- - - - - 0.05 17.00 0.04 77.24 0.02 0.03 0.02 -- - - - - ---- 0.05 17.10 0.03 77.24 0.02 0.03 0.02 -- - - --- -- -- _ 0.04 17.20 0.03 77.24 0.01 0.03 0.01 x -- ---- - -- -- -- 0.04 17.30 0.03 77.24 0.01 0.03 0.01 - - - - ---- - 0.04 17.40 0.03 77.23 0.01 0.03 0.01 ---- ----- - ---- -- -- 0.04 17.50 0.03 77.23 0.01 0.03 0.01 -- --- -- --- - - 0•04 17.60 0.03 77.23 0.01 0.03 0.0.1 -- ---- ----- - - ----- 0.04_ 17.70 0.03 77.23 0.01 0.03 0.01 -- -- --- -- ---- 0.04 17.80 0.03 77.22 .0.01 0.03 0.01 - --- - -- -- 0.04 17.90 0.03 77.22 0.01 0.03 0.01 - - - 0.04 18.00 0.03 77.22 0.01 0.03 0.01 -- - -- -- - - 0.04 18.10 0.03 77.22 0.01 0.03 0.01 - - - -- -- - 0.04 18.20 0.03 77.21 0.01 0.03 0.01 --- -- -- - ----- -- -- 0.03 18.30 0.03 77.21 0.00 0.03 0.00 -- - - - -- -- 0.03 18.40 0.03 77.21 0.00 0.03 0.00 - - -- --- --- --- -- 0.03 18.50 0.03 77.21 0.00 0.03 0.00 ---- - - - -- -- 0.03 18.60 0.03 77.21 0.00 0.03 0.00 -- - - - - ----- 0.03 18.70 0.02 77.21 0.00 0.03 0.00 - - - - - - 0.03 18.80 0.02 77.20 0.00 0.03 0.00 - - - - ---- - 0.03 18.90 0.02 77.20 0.00 0.03 0.00 -- - ----- - ---- - -- 0.03 19.00 0.02 77.20 0.00 0.03 0.00 -- ---- - - ---- --- 0.03 19.10 0.02 77.20 0.00 0.03 0.00 - - -- - - - 0.03 19.20 0.02 77.20 - 0.03 - - - - - - - 0.03 19.30 0.02 77.20 - 0.03 - - - - -- - - 0.03 19.40 0.02 77.20 - 0.03 - ----- - - --- - - 0.03 19.50 0.02 77.20 - 0.03 - -- - - -- - - - 0.03 19.60 0.02 77.19 - 0.03 ---- ----- -- - - - - 0.03 Continues on next page... Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.70 0.02 77.19 0.03 -- - - - - - -_ 0.03 19.80 0.02 77.19 -- 0.03 =- - 0.03 19.90 0.02 77.19 -- 0.03 - ---- -- -- -- --- --- 0.03 20.00 0.02 77.19 - 0.03 - - - ----_ - - 0.03 20.10 0.02 77.19 - 0.03 - - ---- - -- - -- 0.03 20.20 0!U2 77.18 - 0.03 - -- - - - ---- - 0.03 20.30 0.02 77.18 -- 0.03 --- --- -- --- --- -- ---- 0.03 20.40 0.02 77.18 ---- 0.03 -- -- - -- -- --- ---- - -- 0.03 20.50 0.02 77.18 - 0.03 --- --_ _- _____ _-- _-- --- 0.03 20.60 0.02 77.18 - 0.03 - - - -- - - - 0.03 20.70 0.02 77.18 - 0.03 ----- -- - - -- - - 0.03 20.80 0.02 77.17 -- 0.03 - - --- -- -- - - 0.03 20.90 0.02 77.17 -- 0.03 -- ---- - -- --- - --- 0.03 21.00 0.02 77.17 -- 0.03 - ---- --- ----- ---- --- 0.03 21.10 0.02 77.17 - - 0.03 0.03 21.20 0.02 77.16 - 0.03 ---- - -- - - - 0.03 21.30 0.02 77.16 ---- 0.03 ---- -- ---- -_ -- _ -_ _ 0.03 21.40 0.02 77.16 - 0.03 ---- - - - -- - 0.03 21.50 0.02 77.16 ----- 0.03 - --- -- - --- --- 0.03 21.60 0.02 77.15 ----- 0.03 - ---- -- - -- -- -- --- 0.03 21.70 0.02 77.15 - 0.03 - --- ---- -- _--- --- -- 0.03 21.80 0.02 77.15 0.03 --- - - - - - - - 0.03 21.90 0.02 77.15 0.03 --- -- - - -- ---- -- 0.03 22.00 0.02 77.14 - 0.03 - - - - --- --- -- 0.03 22.10 0.02 77.14 - 0.03 - - - - - - 0.03 22.20 0.02 77.14 0.03 -- - -- - -- -- - 0.03 22.30 0.02 77.14 - 0.03 -- R - - -- _-_ _-_ �_ 0.03 22.40 0.02 77.14 0.03 - - --- - -- -- - 0.03 22.50 0.02 77.13 - 0.03 ----- -- - - - - -- 0.03 22.60 0.02 77.13 - 0.03 - - ---- -- - - 0.03 22.70 0.02 77.13 - 0.03 - --- -- - - - --- 0.03 22.80 0.02 77.13 -- 0.03 ----- - ---- -- ---- - 0.03 22.90 0.02 77.12 - 0.03 --- --- - -- --- --- -- 0.03 23.00 0.02 77.12 0.03 -- -- -- ----- -- 0.03 23.10 0.02 77.12 - 0.03 -- - - - -- - - 0.03 23.20 0.02 77.12 0.03 - - - _- -- - 0.03 23.30 0.02 77.11 ---- 0.03 -- -- - - ----- ----- -- 0.03 23.40 0.02 77.11 0.03 ---- - -- -- --- -- --- 0.03 23.50 0.02 77.11 --- 0.03 - -- -- - ---- -- - 0.03 23.60 0.02 77.10 - 0.03 - - - - - - - 0.03 23.70 0.02 77.10 - 0.03 ---- - - ----- - - - 0.03 23.80 0.01 77.10 --- 0.03 - - - - - - 0.03 23.90 0.01 77.09 - 0.03 - - ---- - ---- ---- - 0.03 24.00 0.01 77.09 - 0.03 - - ---- ---- ---- - - 0.03 24.10 0.01 77.09 - 0.03 -- - -- -- - ---- ----- 0.03 24.20 0.01 77.08 - 0.03 - - - - -- --- - 0.03 24.30 0.00 77.08 - 0.03 - - - - - ----- - 0.03 24.40 0.00 77.07 - 0.03 - - - - - ---- - 0.03 24.50 0.00 77.06 - 0.03 - - - - - - - 0.03 24.60 0.00 77.06 - 0.03 - - - - -- - --- - 0.03 24.70 0.00 77.05 - 0.03 - - - - - ---- - 0.03 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C CIv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) ds ft cfs cfs cfs cfs cfs cfs ds cfs cfs cfs 24.80 0.00 77.04 - 0.03 - - -- -- - - - 0.03 24.90 0.00 77.04 ---- 0.03 -- -- ----- -- -- - -- 0.03 25.00 0.00 77.03 - - 0.03 --- -- -- - - -- -- -- 0.03 . 25.10 0.00 77.02 -- 0.03 -- -- - - - - 0.03 2520 0.00 77.02 --- 0.03 - --- - - - - - 0.03 25.30 WO 77.01 --- 0.03 - --- -- -- ----- - -- 0.03 25.40 0.00 77.00 -- 0.03 - -- -- ---- --- ---- - 0.03 25.50 0.00 76.99 - 0.03 --- --- --- -- ---- ----- ----- 0.03 25.60 0.00 76.97 -- 0.03 ----- --- --- ----- --- ----- ---- 0.03 25.70 0.00 76.96 0.03 - - - - - - - 0.03 25.80 0.00 76.94 - 0.02 - - - - -- ----- 0.02 25.90 0.00 76.93 - 0.02 - -- --- -- -- - -- 0.02 26.00 0.00 76.91 0.02 --- -- -- -- -- - -- 0.02 26.10 0.00 76.90 -- 0.02 -- - - ---- --- ----- --- 0.02 2620 0.00 76.89 -- 0.02 -_ -- ___ -__ _- _- - 0.02 26.30 0.00 76.87 - 0.02 - - - - - - -- 0.02 26.40 0.00 76.86 - 0.02 - -- - -- - --- 0.02 26.50 0.00 76.84 - 0.02 - -- -- ---- - - - 0.02 26.60 0.00 76':83 - 0.02 - - - - - --- - 0.02 26.70 0.00 76.82 -- 0.02 -- ---- --- -- -- ---- -- 0.02 26.80 0.00 76.80 - 0.02 --- --- -- - - --- --- -- 0.02 26.90 0.00 76.79 - 0.02 - - - -- - - - 0.02 27.00 0.00 76.78 - 0.02 - --- -- --- ---- - --- 0.02 27.10 0.00 76.76 - 0.02 0.02 27.20 OM 76.75 - 0.02 ----- -- - - - -- 0.02 27.30 0.00 76.74 . ---- 0.02 -- -- -- ---- -- -- --- 0.02 27.40 0.00 76.72 - --- 0.02 --- -- ---- -- ____ _-_ ___ 0.02 27.50 0.00 76.71 - 0.02 - - -- - -- - 0.02 27.60 0.00 76.70 ---- 0.02 - --- --- - -- - --- 0.02 27.70 0.00 76.69 0.02 - --- - -- - -- - 0.02 27.80 0.00 76.67 - 0.02 - ___ ___ _- -_ ____ _____ 0.02 27.90 0.00 76.66 - 0.02 - 0.02 28.00 0.00 76.65 - - 0.02 - . --- --- --- ---- --- -- - 0.02 28.10 0.00 76.64 -- 0.02 - -- - -- - ----- 0.02 28.20 0.00 76.63 - 0.02 - -_ - - - - 0.02 28.30 0.00 76.61 --- 0.02 - - - - - 0.02 28.40 0.00 76.60 - 0.02 - - -- --- -- -- -- 0.02 28.50 0.00 76.59 -- 0.02 - -- --_ ____ ___ ---- 0.02 28.60 0.00 76.58 - 0.02 - -- -- -- --- --- - 0.02 28.70 0.00 76.57 - 0.02 - -- -_ - --- -- 0.02 28.80 0.00 76.56 - 0.02 - -- --- -- -- -- - 0.02 28.90 0.00 76.55 - 0.02 - - -_ - - -- - 0.02 29.00 0.00 76.53 - 0.02 - - - - - ---- 0.02 29.10 0.00 76.52 - 0.02 - -- -- - - - -- 0.02 29.20 0.00. 76.51 - 0.02 - - _ - - -- -- 0.02 29.30 0.00 76.50 - 0.02 - - - - - - - 0.02 29.40 0.00 76.49 - 0.02 - - - - - - - 0.02 29.50 0.00 76.48 - 0.02 - - - - 0.02 29.60 0.00 76.47 - 0.02 - -- - - - -- --- 0.02 29.70 0.00 76.46 - 0.02 -- ----- - - - - - 0.02 29.80 0.00 76.45 - 0.02 - -- -- - - --- - 0.02 Continues on next page... Page 5 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 29.90 0.00 76.44 - 0.02 - - -- - - 0.02 30.00 0.00 76.43 ---- 0.02 -_ --- ____ ___ ____ _____ - 0.02 30.10 0.00 76.42 - 0.02 - --- - - ---- -- -- --- 0.02 30.20 0.00 76.41 --- 0.02 - - -- - - - 0.02 30.30 0.00 76.40 - 0.02 - - - - - - - 0.02 30.40 0000 76.39 -- 0.02 - - - -- - --- - 0.02 30.50 0.00 76.39 - 0.02 - - -- -- -- - -- 0.02 30.60 0.00 76.38 --- 0.02 - --- -- -- - - --- ---- 0.02 30.70 0.00 76.37 -- 0.04 ---- -- -- -- _ - ---- 0.01 . 30.80 0_00 76.36 0.01 - -- - -- - ---- - 0.01 30.90 0.00 76.35 - 0.01 - - - - - - 0.01 31.00 0.00 76.34 - 0.01 -- - --- - - -- -- 0.01 31.10 0.00 76.33. - 0.01 - -- ---- - -- -- -- 0.01 31.20 0.00 76.32 ---- 0.01 ---- -- -- - --- - - 0.01 31.30 0.00 76.32 -- 0.01 --- -- -- --- - -- ---- --- 0.01 31.40 0.00 76.31 - 0.01 -- - - - - - 0.01 31.50 0.00 76.30 - 0.01 -- ----- - --- - ---- -- 0.01 31.60 0.00 76.29 - 0.01 - - --- --- -- ---- 0.01 31.70 0.00 76:29 -- 0.01 - - - ---- -- - --- - 0.01 31.80 0.00 76.28 -- 0.01 -- ----- --- ---- ---- ---- -- 0.01 31.90 0.00 76.27 - - 0.01 - -- ----- - - -- 0.01 32.00 0.00 76.26 - 0.01 - - - - -- - --- - 0.01 32.10 0.00 76.26 - -- 0.01 - -- - -- --- --- -- 0.01 32.20 0.00 76.25 -- 0.01 -- - -- - - --- 0.01 32.30 0.00 76.24 - 0.01 -- -- -- --- - -- - 0.01 32.40 0.00 76.23 - 0.01 ---- --- -- --- --- -- --- 0.01 32.50 0.00 76.23 ---- 0.01 ---- F --=- -- -- -- --- -- 0.01 32.60 0.00 76.22 - 0.01 - - -- - --- -- - 0.01 32.70 0.00 76.21 - 0.01 - -- -- - - - - 0.01 32.80 0.00 76.21 - 0.01 -- - - - -- --- - 0.01 32.90 0.00 76.20 ---- 0.01 -- - - -- - 0.01 33.00 0.00 76.20 0.01 --- -- - -- - -- - 0.01 33.10 0.00 76.19 ---- 0.01 -- - -- --_ --- -- 0.01 33.20 0.00 76.18 -- 0.01 - -- - - - - 0.01 33.30 0.00 76.18 --- 0.01 - - - - - - - 0.01 33.40 0.00 76.17 0.01 -- --- - --- -- - 0.01 33.50 0.00 76.17 - 0.01 ---- -- - -- --- ---- --- 0.01 33.60 0.00 76.16 - 0.01 - -- --- --- --- - -- 0.01 33.70 0.00 76.16 0.01 -- ---- -- -- - - 0.01 33.80 0.00 76.15 - 0.01 -- - - - -- - 0.01 33.90 0.00 76.15 -- 0.01 -- - -- - - - 0.01 34.00 0.00 76.15 --- 0.01 . -- - - - -- - - 0.01 34.10 0.00 76.14 - 0.01 - - - - - - - 0.01 34.20 0.00 76.14 -- 0.01 ----- -- ---- - -- --- -- 0.01 34.30 0.00 76.13 - 0.01 - --- - -- - - - 0.01 34.40 0.00 76.13 --- 0.01 - - - - - - - 0.01 34.50 0.00 76.13 - 0.01 - - - - - - - 0.01 34.60 0.00 76.12 - 0.01 - - - - - - - 0.01 34.70 0.00 76.12 - 0.01 - - --= - - - -- 0.01 34.80 0.00 76.12 - 0.01 - ---- -- -- -- ---- -- 0.01 34.90 0.00 76.11 - 0.01 - -- - - - - - 0.01 Continues on next page... Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Eufil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 35.00 0.00 76.11 -- 0.01 -- - - - - --- - 0.01 35.10 0.00 76.11 - 0.00 - --- -- -- --- --- --- 0.00 35.20 0.00 76.10 0.00 - ---- --- -- -- - ---- 0.00 35.30 0.00 76.10' - 0.00 - - ---- - - 0.00 35.40 0.00 76.10 - 0.00 - -- - - -- - 0.00 35.50 0000 76.09 - 0.00 - - . --- - - - 0.00 35.60 0.00 76.09 - 0.00 - - -- - -- -- -- 0.00 35.70 0.00 76.09 - 0.00 --- -- -- -- -- - -- 0.00 35.80 0.00 76.09 - 0.00 --- -- - -- --- -- 0.00 35.90 0.00 76.08 0.00 --- - - - - -- 0.00 36.00 0.00 76.08 --- 0.00 - - -- - - 0.00 36.10 0.00 76.08 - 0.00 -- --- -- - ____ _ __ 0.00 36.20 0.00 76.08 0.00 - - - - - - - 0.00 ...End fi Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve _ . Hyd. iota. 2 Hydrograph type = Reservoir Peak discharge = 1.06 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = PROP. POND Max. Elevation = 77.90 ft Max. Storage = 1,865 cuft Storage Indication method used. Outflow hydrograph volume=6,507 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.10 1.36 77.54 0.39 0.03 0.37 - -- - - - - -- 0.40 12.20 1.52 << 77.76 0.81 0.03 0.79 --- -- -- --- - --- 0.83 12.30 1.30 77.88 1.03 0.04 0.99 -- - - -- -- -- 1.03 12.40 0.97 77.90<< 1.06 0.04 1.02 --- - - - - - 1.06<< 12.50 0.68 77.85 0.99 0.04 0.95 - ---- - - --- ----- 0.99 12.60 0.49 77-77 0.83 0.03 0.81 - ---- ----- --- -- -- 0.85 12.70 0.36 77.68 0.65 0.03 0.64 -- - -- -- - -- 0.68 12.80 0.28 77.60 0.53 0.03 0.50 --- -- --- --_ -- --- 0.53 12.90 025 77.55 0.41 0.03 0.39 - -- -- ---- -- -- 0.42 13.00 0.23 77.51 0.33 0.03 0.32 - - - -- -- - 0.35 13.10 0.21 77.48 0.27 0.03 0.27 ----- --- ---- --- ---- -- 0.30 13.20 0.19 77.46 0.24 0.03 0.23 ----- --- - - - -- 027 ...End x Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 1.28 cfs Storm frequency = 25 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = PROP. POND Max. Elevation = 78.08 ft Max. Storage = 2,208 cult Storage Indication method used. Outflow hydrograph volume=8,202 cult Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.00 1.13 77.54 0.38 0.03 0.37 --- - -- --- --- - 0.40 12.10 1.73 77.75 0.80 0.03 0.78 ---- -- --- ---- - -- -- 0.82 12.20 1.91 << 77.97 1.13 0.04 1.11 --- -- ---- -- -- - 1.14 12.30 1.62 78.06 1.25 0.04 1.22 --- -- ---- - -- - - 1.26 12.40 1.20 78.08 << 1.28 0.04 1.24 --- ---- - - - - 1.28<< 12.50 0.83 78:05 1.23 0.04 1.20 ---- ----- --- ----- 1.24 12.60 0.60 77.97 1.13 0.04 1.10 ---- -- -- - -- -- 1.14 12.70 0.44 77.83 0.95 0.04 0.92 -- -- --- -_- -- --- 0.95 12.80 0.35 77.71 0.71 0.03 0.71 ---- -- - - -- - - -- 0.74 12.90 0.30 77.63 0.56 0.03 0.54 - -- - -- -- - 0.57 13.00 0.28 77.57 0.45 0.03 0.42 -- --- --- -- - - -- 0.46 13.10 0.25 77.53 0.36 0.03 0.35 - - - - -- - 0.38 13.20 0.23 77.50 0.30 0.03 0.29 - ---- - --- - 0.32 x ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No.-2 Hydrograph type = Reservoir Peak discharge = 1.42 cfs Storm frequency = 50 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = PROP. POND Max. Elevation = 78.21 ft Max. Storage = 2,562 cult Storage Indication method used. Outflow hydrograph volume=9,721 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.90 0.85 77.52 0.35 0.03 0.34 - - --- - 0.37 12.00 1.35 77.68 0.64 0.03 0.64 -- -- - -- ---- -- 0.67 12.10 2.05 77.89 1.05 0.04 1.01 --- - - ---- ---- --- 1.04 12.20 2.25 << 78.08 1.28 0.04 1.24 --- - --- - - -- 1.28 12.30 1.90 78.18 1.39 0.04 1.35 -- - - - - - 1.39 12.40 1.40 7a.21 << 1.41 0.04 1.39 - - - - - - 1.42<< 12.50 0.97 78.18 1.39 0.04 1.35 - --- - -- --- 1.39 12.60 0.70 78.11 1.32 0.04 1.28 -- --- -- - ----- ---- 1.32 12.70 0.51 78.02 1.20 0.04 1.17 - - - -- --- ---- 1.21 12.80 0.40 77.87 1.02 0.04 0.98 - - - - - 1.01 12.90 0.35 77.74 0.77 0.03 0.76 - -- - - ---- --- 0.79 13.00 0.32 77.64 0.59 0.03 0.57 - - - - --- -- 0.61 13.10 0.29 77.58 0.48 0.03 0.45 -- -- -- - --- --- 0.48 13.20 0.27 77.54 0.38 0.03 0.37 - -- - -- --- - 0.40 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd.-No. 2 Hydrograph type = Reservoir Peak discharge = 1.56 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = PROP. POND Max. Elevation = 78.35 ft Max. Storage = 2,921 cuft Storage Indication method used. Outflow hydrograph volume=11,265 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.90 1.00 77.62 0.55 0.03 0.52 - - -- - -- -- 0.56 12.00 1.58 77.77 0.84 0.03 0.82 --- -- _- -- -- 0.85 12.10 2.37 78.01 1.18 0.04 1.16 -- _-_ _-_ ____ ___ -_ 1.20 12.20 2.60<< 78.17 1.38 0.04 1.34 -- --- -_ - - - 1.38 12.30 2.18 78.30 1.49 0.04 1.47 - - - - - - 1.51 12.40 1.60 78:35 << 1.53 0.04 1.52 - -- - - - 1.56 12.50 1.11 78.32 1.51 0.04 1.49 -- - ---- -- -- -- 1.53 12.60 0.80 78.25 1.45 0.04 1.42 ----- -- ---- - - -- ----- 1.46 12.70 0.58 78.15 1.36 0.04 1.32 --- --- - -- - -- 1.36 12.80 0.46 78.05 1.23 0.04 1.20 ---- - -- - -- - 1.24 12.90 0.40 77.90 1.06 0.04 1.02 - - -- --- - --- 1.05 13.00 0.36 77.76 0.81 0.03 0.79 - -- - - -- 0.83 13.10 0.33 77.66 0.61 0.03 0.60 -- - -- - - --- 0.63 13.20 0.31 77.59 0.50 0.03 0.47 -- -- --- -- - --- 0.50 13.30 0.29 77.55 0.41 0.03 0.39 - -- --- -- -- -- 0.42 ...End APPENDIX E a R JOB pesign aHF.E1 NO ' rofes ionals, inc. CALOLII.ATFD OY 6 h5 DATA VGJIGN SfQlt�1�4 FI�GQ eivllengineers planners surveyors gls V8d V VgNCY V CON S .... CHECKED BY .... .. .. .. ........._. ....... DATE . tAChMflAl A X T.C• Q ,' PIPE Fmm To A C imcr o min. 1 r cfs ��:w: S; ; �� V t N O T E o. o 0.$5 0,0 3 a .o 5' EO• .) � ) 0 ° �,< 6 O,o3 0,D6 3 �, '✓a a b_------------ � o, o, o o, �, o � 3 . 6�% 3 0 � , ✓o � ,. tI o ...�... VOL. PAGE 1 v O PTe.c.�...e,. lMIX7ARY'3 DEED—PUSLIC OR PRIVATE SALE No 396 msfxes.sex KNOW ALL MEN BY THESE PRESENTS, Q p 714 0 THAT JOHN H. GOODRICH, JR. of the Town of Marlborough ,County of Hartford StatedS � xAGNON of or Connecticut R Administrator, c.t.a.�,n, of the estate of�Ru�7l wiW,Ofxxxxxnndaaxkzbumskxtlatadcx —,—late of South Windsor — deceasedpAi —xtrtpAblaot�mtxstaxczR txmcxx WM�&Vr,%—by virtue of an order of the Court of Probate for the District of East Windsor dated the 28th day of December 19 94,authorizingthe Administrator, c.t.a. to sell at—p-,blkx — private — sale,the real estate hereinafter described* — }rcxto;tta>Acx>�c�itiCxx�rx�iaxtd7�ot �bc�fxsaidxd,�ascr�cx�czara�idx��k— I and in consideration of the sum of FORTY NINE THOUSAND and NO/100ths ($49,000.00) DOLLARS received to his full satisfaction of JOSE PACHECO and CARMEN PACHECO, both of the Town of Windsor, County of Hartford and State of Connecticut do — does — hereby grant, bargain, sell and confirm unto the said DOSE PACHECO and CARMEN PACHECO , as Joint Tenants with Right of Survivorship t all such right, title, interest, claim and demand which the said deceased had at the time of his —A=—death—which said estate nowxbta9tXMWAk k*X �t"X P%x:bt4Y1Cx.UXNWX —7iScxx9tlG�gRc € xxxF#xxxxl3f l3lgxR� Rk�xx—now has in and to a certain piece or parcel of land,with the buildings thereon, situated in the Town of ; South Windsor County of Hartford State of Connecticut and bounded and described as follows: A certain piece or parcel of land with the building thereon in the Town of South Windsor in said County and State, more „ particularly bounded and described as follows: Commencing at a point about 646 feet east of the Westerly ) " junction of land of Charles H. Paradise and land of George O. l Case on Road to Buckland known as Pleasant Valley Road; thence t running Easterly on said Pleasant Valley Road a distance of about 1 - 90 feet; thence turning and.running Northerly along other land of Charles H. Paradise about 770 feet to land of A.E. Burnham; i .- thence,turning and running Westerly about 90 feet along land of A. E. Burnham; thence turning and running_Southerly along land of Herbert T. Grimshaw, et ux, about 770 feet to the point or place of beginning. Said premises are subject to taxes on the List of October 1, 1993, second half due January 1, 1995 and to taxes on the List of October 1, 1994, which the grantees herein assume and agree to ) pay as part consideration of this deed. !° Reference is hereby made to a Quit 1940 and recorded in Volume 36 at Page 83 of the South Windsor Land Records. R CONVEYANCE TAX RECEIVED V i TUbvfv GLtRK Of SOUTH.vYhVD50R• .i i *If public sale,omit reference to will or instrument and insert the following language "having given notice by publication of Laid.tale at ordered by raid Court." i If 4 .R DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects Transmitted via certified mail February 26, 2004 Dear Current Abutting Property Owner Re: K.F. Realty, LLC DPI Project No. 04-1907 Site Plan Application 960 Pleasant Valley Road South Windsor, Connecticut In accordance with regulations of the Planning&Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Planning&Zoning Commission. The application and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or 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 date this application will be heard, please contact Kelli Holmes, Administrative Secretary, or Marcia Banach, Director of Planning, at the South Windsor Planning Department at 644-2511, ext. 253 or 250, respectively. Thank you. Sincerely, DESIG/PR FESSIONALS, INC. By: 01 Peter R. DeMallie President cc: Marcia Banach Walter Kebalo 165 South Satellite Road, South Windsor,Connecticut 06074 Tel:(860)291-8755•Fax: (860)291-8757 Email:dpicivil@aol.com I RECEIVED FFB 2 7 2004 Abutters list SOUTH WINDSOR PLANNING DEPT. KF Realty, LLC 960 Pleasant Valley Road Raymond J. Martin 972 Pleasant Valley Road South Windsor, CT 06074 IThe Hayes Corporation 1481 Pleasant Valle Road South Windsor,mdsor, CT 06074 Bin Im Kyeong 326 Quarry Brook Drive South Windsor, CT 06074 Clayton&Carolyn Woodman 318 Quarry Brook Drive South Windsor, CT 06074 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 . Fax: (860) 291-8757 ` 7a. vacaavav_.a a PACHECO and CARMEN PACHECO, both of the Town of Windsor, County of Hartford, and State of e4icut, for consideration of ONE HUNDRED TWELVE THOUSAND AND 00/100 (S112,000.00) LIARS grant to KF Realty,LLC,a Connecticut Limited Liability Company with a principal place of business led in the Town of South Windsor, County of Hartford, and State of Connecticut, with WARRANTY CANTS (Description and Encumbrances,if any and any additional provisions) = certain piece or parcel of land with building thereon in the Town of South Windsor in the County of Hartford and of Connecticut,more particularly bounded and described as follows: iicnencing at a point about 646 feet east of the Westerly junction of land now or formerly of Charles H.Paradise and _d now or formerly of George O.Case on road to Buckland known as Pleasant Valley Road;thence running Easterly said Pleasant Valley Road a distance of about 90 feet;thence turning and running Northerly along other land now bor ormerly of Charles H.Paradise about 770 feet to land now or formerly of A.E.Burnham;thence turning and running sterly about 90 feet along land now or formerly of A.E.Burnham;thence turning and running Southerly along land w-or formerly of Herbert T.Grimshaw,et ux,about 770 feet to the point or place of beginning, ed this 3'day of October,2003. ed nd D _iv ed in the presence of: `an S.Newman J s acheco 1 , Carmen Pacheco L TATE OF CONNECTICUT) } ss. South Windsor October 3,2003 OUNTY OF HARTFORD } ersonally Appeared Jose Pacheco and Carmen Pacheco,Signers of the foregoing Instrument,and acknowledged the me to be their free act and deed,before me. CONVEYANCE TAX RECEIVED E LOCALS e2Sdp6 No. Brian S.Newman s TOWN CLERK OF SOUTH WINDSOA Commissioner of the Superior Court tee's Mailing Address: IeEGE SD poll SECOR®• e 1 r Road&oad EIS�ME Z r M. _ 'ut Windsor CT 06074 j _ +nt l9P(.E"vv C_SOU tJta9D8,FT i oltr �t Appl # 03-96P, Quarry Brook Village Senior Residence Development Public Hearing 4-13-04 Planning Dept Report 1.[Ite est fo Speci Ixception d site plan approval to construct a 6-unit S nior esid e Develo ent on 3.l4-atfes IOcated WPleasa alley Road, acr s fro leasant V ley cond iniums, RR zone. The lanas 178 et of fr nta and is abo- 750 feet ep�The building is set back 94 feet because the greater setback is required when the lot width is less than 200 feet (min,width is 100 feet). 2. The property on both sides of the lot is zoned RR; the property across the street is multi-family. 3. All proposed units are attached in one building. AN units 1p =. +'.-.=-•� are consistent with the original intent of the SRD regulation to provide smaller, more affordable SRD units. 4. The Special Exception criteria for review of a SRD include: a. traffic impacts will not be detrimental to the residential character of the neighborhood; b. there will be minimal adverse effects on existing uses in the area; c. surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; d. impacts will not be detrimental to the capacity of the present and proposed utilities, street, drainage system, sidewalks, and other elements of the infrastructure; e. the land is physically suited to the proposed use and minimal adverse environmental impacts are created; f. the SRD proposal is consistent with the goals and objectives of the Town Plan of Development; g. the SRD proposal will help meet senior housing needs of South Windsor; h. the location of the SRD facility is within reasonable proximity to community facilities or amenities which serve the needs of elderly residents, or is within 1 reasonable proximity to indoor/outdoor activity centers, or is within close proximity to or contains permanent open space land; i. the SRD facility has been designed to meet the needs of handicapped residents or visitors; and j. the architectural design is aesthetically pleasing and low profile. 5. The proposed density is 4 units per net buildable acre; maximum 5 units per net buildable acre are allowed. Proposed impervious coverage is 9%; 60% allowed. �- 1.5 ees-ar-2-.5�spa6e-s--per-unto Staff note that the main architectural feature of this development is the free-standing garages. W I v:qq qe1-' e" f C a rVic. tw P V. RL `�cc � `( 14�F , � � f 1� G� . 6. If this application is approved, it will bring the total SRD units approved up to �z 205. The maximum number of units that the Commission may approve is P V. 4AL currently capped at 250. 7. There are no sidewalks shown on the property frontage. There are no sidewalks on Pleasant Valley Road in this area. 8. More than half of this site is regulated wetlands. IWA/CC approved this application on March 17, 2004, with two bonds, one in the amount of$5,000 to ensure compliance with the erosion and sedimentation control measures, and one in the amount of$5,000 to ensure establishment of the detention basin. We note that the back yard is predominantly a detention basin and regulated wetlands, with the detention basin occupying virtaqUy1 of the space between the back of the building and the wetlands. At°1_�` o r 9• WPCA approval is required. 10.The site is predominantly open with a few large trees in the front. The site will be very visible as it is approached from the east (traveling away from Manchester); and the property to the west is wooded with predominantly young deciduous trees. The required buffer is 50 feet, but the applicant is requesting a reduction to a 25-foot combined side yard and buffer. The criteria for a reduction include: site conditions support such (e.g., site is contiguous to open space, permanent buffers and/or mature vegetation), and large trees are saved or planted within the buffer (6" minimum caliper on deciduous trees, 15 feet minimum height on coniferous trees, spaced no more than every 30 feet, or at a somewhat greater distance if more appropriate given the species). There are about 55 trees proposed for the buffer, and it appears that only 5 are the large trees that are part of the criteria for buffer reduction. Twenty-nine of the 2 proposed trees are white pine, which over time tend to lose the bottom branches and thus lose the buffering effect. 1 l.The Architecture and Design Review Board reviewed the lans on March 18.4- k ****READ ADRC MEMO*** / 12.The applicant has indicated that refuse and recycling will be handled via all six units bringing their trash and recyclables to the curb. Refuse collection vehicles will not be able to enter and turn around in this development. The Commission should expect that this will have the appearance of a single lot with six families' trash and recyclables at the curb. The Planning Dept. requests that the issues and concerns presented tonight be resolved prior to action on this application. 3 wG> rl�. �� — C�►ti� r e� � �..c.��-�vp��� � /T Cf� / .�rzc�r �e e_-e n'fl f�f ���-o��t.- ��„ �a</ �� ���-- cat_, 1 �Y �� _ �,✓�� ,4 /V0 6u"AVllh , r U� r� --rp %y!f �✓���. ,-J,,-f 0 d I 1C G/24 dal 2 Lk _ 7 at kaJ t ,L- Gt(� C aC q--o f-e tjv4&,,Vr muo Vr vq-" o/ f d U ur-a 'e ve" a vt- A-0 �t'� ✓ �� C Come") celvU 'rA60ref , pcv. � - DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects Transmitted via certified mail February 26, 2004 RECEIVED Dear Current Abutting Property Owner MAR 2.2004 Re: K.F. Realty, LLC rSSW4"po,jec IGo.o�ect No. 04-1907 Site Plan Application 960 Pleasant Valley Road South Windsor, Connecticut In accordance with regulations of the Planning&Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Planning&Zoning Commission. The application and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or 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 date this application will be heard, please contact Kelli Holmes, Administrative Secretary, or Marcia Banach, Director of Planning, at the South Windsor Planning Department at 644-2511, ext. 253 or 250, respectively. Thank you. Sincerely, DESIG/PR FESSIONALS, INC. By: ' Peter R. DeMallie President cc: Marcia Banach Walter Kebalo 165 South Satellite Road,South Windsor,Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email:dpicivil@aol.com MEMORANDUM RECEIVED To: Marcia Banach, Director of Planning APR 1 2004 From: Jeffrey B. Doolittle, P.E., Town Engineer D30 SOUTH WINDSOR PLANNING DEPT. Date: 4/1/04 RE: App 04-10P—Quarry Brook Village Site Plan/Spec Exception I have reviewed the site plan application for the proposed Quarry Brook Village on Pleasant Valley Road, and have the following comments: 1. Relocate the sanitary sewer main along Pleasant Valley Road in the center of the road. There should be a sanitary manhole at the west end where the line turns into the pump station and at the east end of the line. Details need to be provided for the connection of this sewer into the existing sewer/pump station. Suggest this sewer main be extended to the east end of the property under a developers agreement with the WPCA. This would encourage future users to the east to tie into the sewer and the developer of Quarry Brook Village could recover part of the cost of installing this sewer main. There have been problems with septic systems on lots to the east (ie. #994). 2. Relocate the CB in the road at the driveway entrance so it is not in the middle of the driveway. This can be converted to a MH with a new CB installed off to the side. Provide a galvanized frame and grate for CB in the road. 3. Regrade the driveway and provide a hump at the road so water in the road does not run into the driveway. 4. Quit Claim the property from the center of the roadway for 25 feet toward this lot to the Town for the road ROW. 5. 1 believe this site has a lot of fill and has high groundwater levels. The driveway detail provided is ok if the driveway is constructed on a stable subgrade material. If there is high groundwater or unsuitable subgrade material where the driveway is proposed the driveway construction detail will need to be modified to include additional depth gravel base or process aggregate base on top of gravel subbase. 6. WPCA review and approval is required for this application Please call me if you have any questions. Post-it®Fax Note 7671 Date a pages To From mictIG6 cstept. Co. Phone# Phone# Fax# 5 Fax# V/ `( South • Planning Department Memo To: Planning and Zoning Commission From: Architectural and Design Review Committee Date: 04/13/04 Re: Appl 04-10P,Quarry Brook Senior Residence Development The ADRC reviewed the plans for the above referenced Senior Residence Development on Thursday March 18, 2004. The Committee was satisfied with the layout shown and the architectural style proposed for the townhouses. We do have the following comments to forward regarding this application: 1. Recommend that the free-standing garages have some additional architectural features added to them to make them more appealing from Pleasant Valley Road; 2. Recommend that an additional color—possibly slate red-be added into the architectural scallops on the front of the units. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipe@southWndsor.org 0 Page 1 t DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis April 13, 2004 Town of South Windsor RECEIVE® 1540 Sullivan Ave. APR 13 2004 South Windsor,Ct 06074 Attn: Ms. Marcia Banach SOUTH WINDSOR PLANNING DEPT. Senior Planner Re:960 Pleasant Valley Road Dear Marcia We are submitting 9 sets of revised plans for the above referenced project. The plans have been revised to address comments made by Michele Lipe dated 3/12/04, and by Jeff Doolittle dated 4/l/04. Based on Jeff Doolittle's comments,we needed to gain access to the Barrington Estates pump station in order to revise the plans. We were not able to gain access until 4-12-04. Our replies to each set of comments are as follows: Michele Lipe's comments 1. The zoning table has been updated based on the revised wetland boundary. 2. The lighting plan has been revised to provide a shield on the light near the property line in order to restrict the light level at the property line to less than 0.25 foot-candles. 3. The side yard has been revised on the plans. 4. We believe that a coterminous buffer/side yard is appropriate in this location. The homeowner to the east of our site has been contacted, and we have included on the plans a provision to add additional landscape plantings on his property if he so wishes. At this time,the east abutter has requested that we maintain the existing fencing along the common boundary line which we have agreed to do. He has not requested additional landscaping,though once the proposed building and landscaping is in place, if he wishes, additional plantings can be added. The property adjacent to the site to the west of the site has extensive wetlands and if a house is constructed on this property, it will need to be constructed substantially closer to the road than the proposed SRD building will be. We have included a copy of the town topographic mapping with the proposed SRD shown. Based on the floodplain at approximately elevation 78, any proposed structure would need to be substantially in front of the proposed SRD. 5. The refuse and recycling would need to be brought to the edge of Pleasant Valley Road as in the remainder of the neighborhood. The homeowners within the SRD would have a choice of bringing out the garbage cans and recycling containers themselves, or hiring an individual to bring the garbage cans down for them. 6. We have enclosed a traffic statement for the proposed project. The 6 SRD units will not generate any appreciable amount of traffic. 1 Jeff Doolittle's comments l. We have revised the sewer to be located within Pleasant Valley Road. We have proposed the sanitary sewer within the center of the eastbound travel lane due to the location of the watermain. With the watermain within the road on the north side of the road, and the width of the road,the sewer line needs to be within the eastbound lane in order to maintain the necessary 10' separating distance. In addition, if the sanitary sewer is constructed within the center of the eastbound lane, the construction may be able to take place without completely closing the road to through traffic. The construction of the sanitary sewer extension is an expensive undertaking, and the proposed project cannot support the additional cost of extending the sewer within the road to the eastern property line. 2. We would request that the issue of relocating the catch basin be reconsidered in this location. The drainage area for this catch basin is very small. It appears that at most, only 100-150' of the roadway drains to this catch basin with no appreciable off road areas draining to the road. As such,this catch basin collects very little runoff, and the additional cost of adding a second catch basin in this area does not appear warranted. 3. We have provided a spot grade showing a hump in the driveway. 4. The right of way will be quit claimed to the town. 5. We concur that during construction, if fill is encountered,than modifications will need to be made to the design details to address the specific conditions encountered. 6. WPCA approval will be requested. Please review the above, and feel free to call with any questions or comments you may have. Sincerely, Galen Semprebon, P.E. Enclosures: 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860) 291-8757 } Traffic Statement Quarry Brook Estates 960 Pleasant Valley Road South Windsor, CT The proposed development is to consist of a six-unit senior residence development on approximately 3.1 acres of land. The proposed development includes the installation of access driveways, parking areas, and garages. The site is located on the north side of Pleasant Valley Road in South Windsor, Connecticut. The site is presently undeveloped, and the south side of the site is a cleared field. The rear of the site is wooded. Quarry Brook runs through the site. Trip generation rates for the age-restricted homes was determined using the Institute of Transportation Engineers(ITE) sixth addition published 1997. For the 6 elderly housing units, the generation rates would be as follows: Elderly Housing—Detached(6 homes) Average Weekday Trips: Not available Morning Peak Hour: 0.21 Trips per Unit— 1.3 Trips Afternoon Peak Hour: 0.23 Trips per Unit— 1.4 Trips The trip generation rates are for detached elderly homes. The units proposed are attached,though this should not have a significant affect on the trip generation rates. As can be seen from the data,the trip generation rates for the proposed development are insignificant. The sight lines were reviewed for the proposed driveway on Pleasant Valley Road. The sight lines to the east and west are both in excess of 800'. The road is posted for a 30 mile per hour speed limit. Based on the above, the sight lines are adequate. The proposed development is not expected to have an impact on the traffic volumes on Pleasant Valley Road, and the sight lines from the proposed driveway are adequate. \ ; 80 8R 76.5 �- ' �E646,OOO i 86.5 60 x 9 x c e:S \ 6. 93.0 c.B. 94.3C. \ C.B. c.a / .. /• \� � x / C.B. x x �\ BASKETBALL 95- 93.2 COURT \ / x • 89.2 z / \ x / 93.0 x 90.7 x x94 y 0-- x 94.6 / -L x \ x \ POOL / \ / TENNIS COURTS k okJ x Apr 21 04 12: 34p Design Professionals" 860-291 -8757 p. 2 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gig April 20,2004 Town of South Windsor 1540 Sullivan Ave. South Windsor, Ct 06074 Attn: Ms.Marcia Banach Senior Planner Re:960 Pleasant Valley Road Dear Marcia We are writing in order to provide some clarifications on some of the issues raised at the last Planning and Zoning IIearing for the above referenced project. 1. Garbage Disposal: Our clients as indicated at the hearing would be willing to restrict the 6 units within the SRD to use 1-2 community garbage cans and community recycling containers. This would cut down on the number of curb side containers that would need to be brought to the curb side. 2. Parking: The issue of the amount of parking available and the need for visitors to park in front of garages was raised. The applicant would be willing to add a small stepped back garage unit to the western garage for the storage of lawn equipment and garbage containers etc,and eliminate the eastern garage. Visitor parking would be located in the area of the eastern garage. As part of this, the western garage could be moved to be a minimum of 35' from the side property line. We have included a sketch of this alternative garage layout. 3. As you are well aware,the width of the property is along the front right of way line is 178.56' Please review the above,and feel free to call with any questions or comments you may have. Sincerely, Galen Semprebon,P.E. Enclosures: \ C.. - I GAPAGE 6MH1 CF 6 Og C , (2' CAR) DECK pV f FF: 86.95 ; I PR O�QSE • 83.0 D LE INV: 81. •O• _ _ ^ -- -:s5- o vc�Nv. klLD1 N G C FF�- 88. 00 .E /TEL/CATV 1 PORCH \ . 86.4 8 D 4 (6 \U N I TS)' c� W C82 \ ' ' I86,75 x 4' CONC. WALK \ Ti I• f GARAGE YD,3 : m 2 p CAR AV M�N� j ( ) COVERED z FF: 88.00 WALKWAY o f _ o YD2 TO REM/ IN Y_ Op CONC. WAL r 00 0 1 86.85 cp C81 f YD1 ;f co \ c (2 CAR) COVERED y�o WALK-WA 1 / ( FF: 88.00 \ PATIO CONC. WALK 86 N c1► r �� E OF PfVEMENT 0-) .� CURB) TYP. 0 r 6--cl LSLB- 162-098 sTeu0_ESS8 ..o.ad , u2zsaII dSE :ZT �,0 Tz ,Aoki- Rpr 21 04 12: 34p Des 'gn 'Pro'fessionals OGO-291 -8757 p. l DESIGN PROFESSIONALS , INC . 165 SOUTH SATELLITE ROAD SOUTH WINDSOR, CT 06074 FA.C:SIMILE TRANSMITTAL DATE: 1 A!-! FROM. TO: c�n COMPANY: COMPANY: Design Profmmomd,,Inc i; S (� r•Z s PAXNUMIS'ER: EAX NUMBER 860 291-8757 L 11IIONE NUMUML - PHONE NUMBS,L- 860 2J1-8755 RE- � ./cc�14 ?foci SG r S av c^ ❑URGENT ❑FOR REVIEW © PLEASE COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLE NOTES/COM W-1-Tl%: 2 �O*N Sfq y F Town O-PsoutA ?di o 9 � 0 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR c0 TELEPHONE (860) 644-2511 May 6,2004 Design Professionals 165 South Satellite Road South Windsor,CT 06074 RECEIVED Attn: Galen Semprebon `p Q MAY 1 3 2004 RE: Quarry Brook Village Pleasant Valley Road SOUTH WINDSOR PLANNING DEPL South Windsor,CT Dear Mr.Semprebon The South Windsor Water Pollution Control Authority,at its regular meeting of May 4,2004,gave approval for the connection to the Town's sewerage system of a 6-unit SRD to be located on Pleasant Valley Road,South Windsor as more specifically shown on plans entitled"Quarry Brook Village— Grading&Utilities Plan"prepared by Design Professionals,Inc.,Job No. 1907 Drawing.No(s)5 dated 2-16-04,revised 2-19-04,.3-11-04,4-12-04,and subject to the following conditions: l. The slope of the mainline will be 0.5%. 2. A 6"common header pipe must be installed along the interior main line with 4"pipes used for a connection to each unit. 3. The exact location of-the connection of the main to the pump station wet well shall be determined by Town staff and communicated to the Engineer. 4. Condominium association documents to be reviewed by the Town Attorney for satisfactory insulation for liability for the Town in the event of problems. 5. Technical approval of the Town Engineering Department. 6. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, J seph f Cariho,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector K.F.Realty,LLC South • • Planning Department Memo To: Galen Semprebon From: Michele Lipe, Assistant Director of Planning Date: 3/12/2004 Re: #04-10P, Quarry Brook Village Review Comments Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations)to the Planning Department at least 10 days prior to the scheduled public hearing (scheduled for April 13). Engineering comments will be forthcoming. If you have any questions, please call. 1. Zoning data table — the density calculations should be updated based on the revision made to the wetlands boundary 2. It appears that the lighting levels proposed (at the property line) exceed what the regulations allow(see Section 17.20.3.c.2) 3. The plot plan reflects a 20' side yard which should be eliminated (buffer requirement is 25'and then 10'side yard) 4. Staff has a concern with the combination of the buffer and the side yard. We recommend they not be combined as there is a single family home to the east and the potential for a home to the west. It does not appear to meet the criteria for a coterminous buffer/side yard (see Section 4.1.12.g). 5. How does the applicant propose to handle refuse and recycling? 6. A traffic statement should be submitted. Note: ADRC will be meeting on the application on March 18, 2004 and further comments may be forthcoming. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipe@southvvindsor.org 0 Page 1 DESIGN PROFESSIONALS, INC. civil engineers •planners . surveyors • gis June 3,2004 � s � N0 Town of South Windsor Z 1540 Sullivan Ave. �jNOSORp�A �DQ South Windsor, Ct 06074 4/*0�FpT Attn:Ms. Marcia Banach Senior Planner Re: 960 Pleasant Valley Road Dear Marcia We have enclosed for your review, a check set prior to submitting the 3 final sets of plans. The check set has been revised to address the conditions of approval. We have shown the top on the catch basin at the front entrance drive to be replaced with a manhole cover. Based on our survey information,the catch basin is located essentially at the high point in the road. The center of the road opposite the catch basin is at elevation 92.38. Approximately 100'to the east at the water valve,the road elevation is at 91.84. The conversion of this catch basin should not create a problem with drainage within the roadway. The little runoff that does go to this catch basin will continue down the roadway to the west to the next catch basin. Please review the above, and feel free to call with any questions or comments you may have. We would like to schedule a preconstruction meeting as soon as possible in as much as our client is most interested in proceeding. Sincerely, Galen Semprebon,P.E. Enclosures: BOND TRANSMITTAL DATE: CONTRACTOR/DEVELOPER K (:,o y , 4 t ,,n L L C_ NAME & ADDRESS 1`l S (e-✓ W)n j 3U 020-7L/ PROJECT LOCATION/ADDRESS PlAc6 . V"f� LOT SUBDIVISION-41LOL-� p u�G P&Z OR IWA/CC APPLICATION NUMBER c-)P AMOUNT OF BOND tom, CHECK NUMBER l 3 DEPARTMENT �C( yt In rr n SUBMITTED BY NAME DATE ,�— RECEIVED BY FINANCE (,I a Q1 o q NAME DATE SUB ACCOUNT NUMBER 50 O D 5 S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc BOND RELEASE TRANSMITTAL DATE: g 1 1 0 10G APPLICANT NAME ADDRESS t'� S � ��,� R-00 SO�tl-1n 1�l d so r O c7(Vol y PROJECT LOCATION/ADDRESS Gt, LOT P&Z OR IWA/CC APPLICATION NUMBER f34- 1z ? by-oo k SK o SUB ACCOUNT NUMBER 503055 ORIGINAL BOND AMOUNT U. 5 O oo , 1% 4 S ��ut Re lcu.�c Ev k101000 . Please release the bond indicated above as all of the required work has been completed. NAME DATE c�f Cyr BY CHECK # ISSUED DATE H:\Planning Departmenfflolmes\forms\BOND RELEASE TRANSMITTAL 08-27-0Ldoc SOWN Sf4 �F F 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 R.co TELEPHONE (860) 644-2511 September 19, 2005 Mr. Andy Kebalo K.F. Realty 175 Wheeler Road South Windsor, CT 06074 Re: Appl#04-10P, Quarry Brook Village Senior Residential Development Dear Mr. Kebalo: This is to advise you that the Planning and Zoning Commission voted on September 13, 2005 to release the erosion & sedimentation bond for the above-referenced project in the amount of$5,000. as well at the wetlands planting bond in the amount of$5,000. A check will be mailed to you by the Town of South Windsor. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Thank you. Very truly yours, nn. l Y'hC�l-fit`'h H.Tim We ot ltzell_Chairman - Y— ---- --------------- --=-- - ------- - — Planning and Zoning Commission THW/rfs cc: Town Engineer S pYIN Sf4 F Tawn V/ S-Otd V ?V O J �i s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OsoR•c0 TELEPHONE (860) 644 2511 REVISED CERTIFIED MAIL 7002 0460 0001 9744 3159 May 24, 2004 Mr. Walt Kebalo K.F. Realty, LLC 175 Wheeler Road South Windsor,-CT 06074 Re: Appl#04-1 OP,Quarry Brook Village Site Plan Dear Mr. Kebalo: We are pleased to advise you that the Planning&Zoning Commission voted on April 27,2004 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 6 unit senior residence development to be know as "Quarry Brook Village"on property located on the northerly side of Pleasant Valley Road, westerly of Clark.Street, RR zone, as shown on plans prepared by Design Professionals, Inc., Job No. 1907, dated March 31,2064 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$5,000 to ensure compliance with the Erosion and Sedimentation control measures and$5,000 to ensure establishment of the detention basin. Erosion&sediment control bonds must be posted prior to commencing any site work. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. A landscape bond in the amount of$5,000.00 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. WPCA approval is required. A hold harmless agreement and permission to enter form will need to be provided to the Town to allow the refuse&recycling vehicles to enter the site. 8. The street number(s)must be included on the final plan. 9. The buffer and side yards are allowed to be coterminous. 10. Engineering comments dated 4/l/04 must be addressed to the satisfaction of the Town Engineer. 11. The applicant's proposal to eliminate the eastern garage and provide parking should be shown on the final plans. 12. Association is limited to two large garbage cans and 3 recycling bins for curbside pick-up and recycling. Black and white transparent mylars of Sheet#3 with the above modifications,together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must 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. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, CA�1! C� Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. P S0N1 N St 011 x F `r_0Wn O-P SotdA ?d s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OsoR.co TELEPHONE (860) 644-2511 June 24, 2004 Mr. Andy Kebalo K.F. Realty 175 Wheeler Road South Windsor, CT 06074 Re: Preconstruction Meeting—Appl 04-1 OP Quarry Brook Village Dear Mr. Kebalo: IN ATTENDANCE Michele Lipe TOSW 1540 Sullivan Avenue (860) 644-2511 x252 Jeff Doolitte TOSW 1540 Sullivan Avenue (860) 644-2511 x252 Andy Kebalo K.F. Realty 175 Wheeler Road (860) 644-5124 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations m .each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Pleasant Valley Road. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist (requested, required) for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six (6) inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 4. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 5. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 6. Any problems and/or questions regarding construction of this project will be directed to Andy Kebalo in the field at phone number 883-1391. 7. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 8. Job meetings will be held as needed, and can be called by the developer or Town. 9. Seventy-two (72)hours' notice needed for certificate of occupancy inspection. 10. Any proposed changes are to be presented to the Engineering or Planning.Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 11. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 12. No paving after October 15 or before April 15 without written approval from Director of Public Works. 13. A street cut permit is required for driveways and utilities (sewer, water, and storm drainage) in the road row. 14. A drain layers permit is required for installation of the sanitary sewers. 15. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 16. For concrete sidewalks, 8"depth with reinforcements is required at driveway crossings. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 17. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvement specifications. 18. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Mylar must go on file prior to issuance of building permits. 3. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, /CS4� Michele R. Lipe, AICP Assistant Director of Planning MRL/kak cc: Jeff Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET "0 N Sf4 _a� 01P S_0� Val&ot 5 � ti° � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 Sox-CO TELEPHONE(860) 644-2511 October 29,2004 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn: Galen Semprebon RE: 980&981 Pleasant Valley Road South Windsor,CT 06074 - - - --Dear Mr.-Semprebon: -- The South Windsor Water Pollution Control Authority,at its regular meeting of October 5,2004,gave approval for connection of a low-pressure waste disposal system to be connected to the Town's sewerage _ system oft residential buildings located at 980&&981 Pleasant Valley Road,South Windsor,CT. This approval is subject to the following conditions: - ---- --T design plans Tobe reviewed an- approved-by-Town staff --- --- ---- - - ------ ------- --- -- 2. A wye or tee connection be installed for possible future connection of the property at 972 Pleasant Valley Road. 3. Submission of an as-built drawing to the Town. 4. Property owners are required to connect to the main line sewer if installed in the future,private line must be abandoned. Property owners to be given 365 days to complete connection. A notice pertaining to this condition must be placed in the land records,and is subject to the review and approval by the Town Attorney. 5. No further lateral or assessment charges will be billed to the property owners. 6. Installation of external auxiliary electrical outlets to be installed for the low pressure pumps in the event of a power outage. 7. Technical approval of the Town Engineering Department. 8. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, f G�:2--it2r� Jos J.Carino, hairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector Mr.&Mrs.Ed Fulop Mr.&Mrs.Jimmie Junious `' j% Chu-�-+,M �✓vo k t/d'((Q� � O O 80 oo� r/ / x76.5 JP- \E 646,000 lAL 86.5 60 x x 9 c Bs / O 6. / R�q0 90 88.6 \ x 916 x r r C-B. 93.0 r O 1 f \X c.a\ \ c B. x C.B. it l / \ \�28 • 91 2 / x C.B. �\ BASKETBALL 95`\ 02 x / >COURT z • 89.2 93.0 r x J 90.7 D 9l.6 Ok \ 85-5 \ r�k / 94.6 \ x k x / / POOL TENNIS COURTS k ��, o TYP. RIDGE VENT 2 3 4 5 ARCHITECTURAL ROOF SHINGLES GABLE DECORATION FYPON 098526 1 _ ® TYPICAL GABLE DEC ATION ROUND 6 SUNBURST FYPON 09852 LOUVER CDM S86-44" TYP. HALF—RO ®�g SHINGLES HIP ROOF HIP t ALUM TRIM bb�r STYLE STYLE ROOF ff as a❑o c�❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ o oo❑❑ a❑ ❑na ❑ ❑ ®❑ ❑ ❑ ❑ ❑ a� ❑0 ❑❑ ❑ ❑ ❑ a❑ ❑ ❑ ❑ ❑❑ ❑cam❑ ❑ PANELED GARAGE DOORS FIRST FLR. ELVATION 88.0 GARAGE FLR. ELEVATION 87.75 PANELED GARAGE DOORS CONCRETE STOOP TYP. DOUBLE 4° VINYL SIDING FRONT ELEVATION 'STEP FOUNDATION . TYP. 4' VINYL CORNER POST COLONIAL PORCH POSTS 960 PLEASANT VALLEY ROAD SCALE KF REALTY LLC 175 WHEELER ROAD 4 � 2 SOUTH WINDSOR, CT 00 6 4 — 2N0 FLR.ELEVATION 97.0 EiLl I �I I .I I U FIRST FLR. ELVATION 88,0 - IA/yl =I�dJN =I!11NkL =1iIN UN IT 1 UNIT REAR ELEVATION 115'-9" ROOF LINE - I ' DECK i i I ————— t MASTER BEDROOM { 960 PLEASANT VALLEY ROAD { KF REALTY LLC 175 WHEELER ROAD s-o" DECK SOUTH WINDSOR, CT C z S LA CIY \ I Arc umNG DECK i ROOM ------- zq o 2NDFLOOR i � M — SECT M1 A-A DECK -- ----- {--------- ±ram z { W 1J KITCHEN I 4 Y { ,,MASTER I >O —————— \ ....,.... .......i b BfiDROOM i / I w —————- — CMREo P AR/ I P ECK — I I OKH -- ---- { --L--- I Low CEILING wfifi T-O'Acr"� LIVM --A { .ROOM ; I — —— ; wax ——————— 3 covmo I I { I PIX1CN I I t ------ - 1_ i s % \ I i -- 4 I ii a• I SUMN A-A i I I wmn Loue.a aw-ac ain w \ I i ,a 4.da.-:a�w I I --------/ i I \ I I I ! rE, I I { I I I ---------- I I i \ { .ramr�ocAnP.a nn-m srt w ' I 0 0 a a 0 UNIT 5 UNIT 4 UNIT 3 UNIT 2 Aml UNIT 1 PORCH UNIT 1 UNIT 6 10'-3" X 12'-0" DECK 6(1'X 6'COUPo9ITE CAP OPEN GARAGE 3 PORCH DECK 5 DECK 4 DECK 3 4"COLUMN CONCRETE SLAB "PT BALUSTER P°X 10'IT d016T 1 LEFT E L E V A T N I'X,"IT CORNER .TO"CONCRETE PIER 12'B[40w NNC71E0 ORAOE. I O P O 960 PLEASANT VALLEY ROAD SCALE8,^0„ KF REALTY LLC 175 WHEELER ROAD SOUTH WINDSOR, CT UNIT 2 UNIT 3 UNIT 5 UNIT 4 UNIT 6 GARAGE ROOF Li UNIT 6 PORCH ROOF UNIT 6 GARAGE 3 EN GARAGE 4 GARAGE 5 GARAGE 6 PORCH 4" COLUMN CONCRETE SLAB RIGHT ELEVATION SoU WyEEC�C, e VACC�Y R©q� T� W11V6 oRO,q 0 A/C ` 5 m, �RO M J LA - o ( C? \ I o44,4SF�R � APP i l OROOM ! �j 1� � CIVfNC l O / \ / ROOM Ck FCo I / Lp�yoElLlvG LdUN Ry ti p 1 ! / t!V/No Ate. RO , OM 2 1 RCy CD yE J PORCH I P CO)r?tRCt,CH (l aRHeo ecrfDM A,A, l J SEr nr Rq� ANT SpUrWHEEEk�� Vq�LEY ROID ° � RR,Qep SeAce 2 /c Q O 38'_°., q/C s $E��oly 4-A q/ O °., E rYpl N 0 Q c r � o � 0 � 2 O 1 7'_g o o " t " CT a \ 10, 3 t 0 1 7/2„ 2'- �v o M 5,'SryN N ! ( N s 6'_5n M \ \ \8 t11 ty o 81_ 8 y ^� r fCTfnN A` N N A 6G Cv tg•'g+ 3 G Gry 23 8 t/�•• 2„ f Rp��.CINe o I ` l ` $�QRQ 1 v l l f ~ Q � / W. c. W. l D' J ER BgTy A7)y M '$ 7/2" / Q ~ AND a000, C ^ ~ CENFAlON MASTER BATH q <o ( J ASTfR Bq hD ATIy o ��qsx � U _ U ROOM AT �fN M l B�'pR0(R�\ BA N f ° B MASrER eEdRol/�/R.� � f N -- 7 7/2 SEcrlpN A—A _ _ _ f �oWN Sf4< o a01, Sou� ?d&U&01t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 May 6,2004 Design Professionals 165 South Satellite Road South Windsor,CT 06074 RECEIVED Attn: Galen Semprebon (� ®� MAy 13 2004 RE: Quarry Brook Village "1 Pleasant Valley Road SOUTH WINDSOR PLANNING DEPT. South Windsor,CT Dear Mr.Semprebon The South Windsor Water Pollution Control Authority,at its regular meeting of May 4,2004,gave approval for the connection to the Town's sewerage system of a 6-unit SRD to be located on Pleasant Valley Road,South Windsor as more specifically shown on plans entitled"Quarry Brook Village— Grading&Utilities Plan"prepared by Design Professionals,Inc.,Job No. 1907 Drawing No(s)5 dated 2-16-04,revised 2-19-04,_3-11-04,4-12-04,and subject to the following conditions: 1. The slope of the mainline will be 0.5%. 2. A 6"common header pipe must be installed along the interior main line with 4"pipes used for a connection to each unit. 3. The exact location of the connection of the main to the pump station wet well shall be determined by Town staff and communicated to the Engineer. 4. Condominium association documents to be reviewed by the Town Attorney for satisfactory insulation for liability for the Town in the event of problems. 5. Technical approval of the Town Engineering Department. 6. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, L.,� J seph Y.Cariho,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector K.F.Realty,LLC SOW N Se4 C o e -t s � �, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ryOsoR-CO TELEPHONE (860) 644-2511 REVISED CERTIFIED MAIL 7002 0460 0001 9744 3159 May 24, 2004 Mr. Walt Kebalo K.F. Realty, LLC 175 Wheeler Road South Windsor;CT 06074 Re: Appl#04-1OP, Quarry Brook Village Site Plan Dear Mr. Kebalo: We are pleased to advise you that the Planning&Zoning Commission voted on April 27 2004 Y g g p to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 6 unit senior residence development to be know as "Quarry Brook Village"on property located on the northerly side of Pleasant Valley Road, westerly of Clark.Street, RR zone, as shown on plans prepared by Design Professionals, Inc., Job No. 1907, dated March 31, 2064 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$5 000 to ensure compliance with the Erosion and Sedimentation control measures and$5,000 to ensure establishment of the detention basin. Erosion&sediment control bonds must be posted prior to commencing any site work. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. l DESIGN PROFESSIONALS, INC. civil engineers •planners • surveyors • gis June 3, 2004 �� Town of South Windsor O� Np � 1540 Sullivan Ave. spRp St South Windsor, Ct 06074 44/4/0"e011 Attn:Ms. Marcia Banach Senior Planner Re: 960 Pleasant Valley Road Dear Marcia We have enclosed for your review, a check set prior to submitting the 3 final sets of plans. The check set has been revised to address the conditions of approval. We have shown the top on the catch basin at the front entrance drive to be replaced with a manhole cover. Based on our survey information,the catch basin is located essentially at the high point in the road. The center of the road opposite the catch basin is at elevation 92.38. Approximately 100'to the east at the water valve,the road elevation is at 91.84. The conversion of this catch basin should not create a problem with drainage within the roadway. The little runoff that does go to this catch basin will continue down the roadway to the west to the next catch basin. Please review the above, and feel free to call with any questions or comments you may have. We would like to schedule a preconstruction meeting as soon as possible in as much as our client is most interested in proceeding. Sincerely, Galen Semprebon, P.E. Enclosures: f 110y4N Sf4 C x F -own o-.P SotdA O � O w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSOR•c° TELEPHONE (860) 644-2511 June 24, 2004 Mr. Andy Kebalo K.F. Realty 175 Wheeler Road South Windsor, CT 06074 Re: Preconstruction Meeting—Appl 04-1 OP Quarry Brook Village Dear Mr. Kebalo: IN ATTENDANCE Michele Lipe TOSW 1540 Sullivan Avenue (860) 644-2511 x252 Jeff Doolitte TOSW 1540 Sullivan Avenue (860) 644-2511 x252 Andy Kebalo K.F. Realty 175 Wheeler Road (860) 644-5124 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in .each area and maintained/cleaned out during constructionin .each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Pleasant Valley Road. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. i 14. A drain layers permit is required for installation of the sanitary sewers. 15. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 16. For concrete sidewalks, 8"depth with reinforcements is required at driveway crossings. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 17. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvement specifications. 18. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Mylar must go on file prior to issuance of building permits. 3. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. BOND TRANSMITTAL DATE: CONTRACTOR/DEVELOPER K_ �� C_..�vL y�yvc f-I v� L L C NAME & ADDRESS PROJECT LOCATION/ADDRESS Pl�c . � Vf LOT SUBDIVISION l�fp vlC P&Z OR IWA/CC APPLICATION NUMBER (C)e �� ap L < ✓� AMOUNT OF BOND pi �YTOOL), CHECK NUMBER 3 DEPARTMENT T lC( � G� I n SUBMITTED BY �} Lie(� jZ , Ltr(� �/0 NAME DATE RECEIVED BY FINANCE Q.1�/r—�� 'O--L-ILs�� NAME DATE SUB ACCOUNT NUMBER JJ50© O S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc RECEIVED TOWN OF SOUTH WINDSOR JUL 15 2004 STAFF SITE CHANGE FOR SITE & SUBDIVISION SOUTH ININDSQRPLANNINGDEPT, GENERAL: CHANGE ORDER CONTACT PERSON, J�s/-c L a..i Phone No. ?, Address 5, ItII i t , �� � w 04 s r c T Site Name c r P&Z No. Q �-}�- d f Owner. a Phone No. 6Z�-- Contractor << i, Signature of Owner Date: 1'l Signature of Design En r. Date: Jos/ oy CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) c r� Reason for Change: (Why is change required) ( c N APPROVALS: (As Re uired Dir. Of Planning Date: /Lr/04 Town Engineer P 3 Date: ��a hz Dir. of Public Wo s Date: Other:. 0 Date: a)14 STAFF COMMENTS: 4 l) JUL, s0 INFFR © �� AQ White - Town Engineer Yellow - Applicant F Pink - Director of Planning Goldenrod - Engineering Department C CB _ II YD1 86.7( ' ��--_- I I YD 2 8e.7 T . F . = 80 . 71 II YD3 86.7� RCP IN l ' Yp4 8ro.7 12 , CB1 86.8 INV. = 77 . 3 �� 86.q ---�-'' ' �� I SMH EXIST MB 1 84 ` 12�� RC OUT �� i , II TF : MATCH . coy = 7 . 3 I ��` 1 II I I I i MV: 76.00 01 SEE INS . � IIl os M 02 �RRINGTONi s 57 L.F 8" PVc II imp STATI N 10 O__ >, , 12 OAK 1 II � IIti r 1 WETWELL 10„ . OAK I I I II `I I \ TF: 82.50 5 II ` � BOTTOM: 63.90 �, C CB NEw ENV• 1-�- � PE II ' III �— T. F . - 85 . 63' 86" FROM BOTTOM II �- B4,� I C P LE 86, 2 ,�_" RCP IN TOWN) 6 M A II o ` I ` , ` I INV. — 78 . 0 SNET 2528 , 24 RC NS . RISER UGHT II , � IIti 8� 3TRA o � � INU. = 77 . 9 II 0 STUB v � � II� f � PROVIDE 8„ ST S \ FOR FUTURE II , TF. 8 .57± \ XTENTION 6� r INV: 79\00(6 ,� _ C CB II YD1 86.7( T . F . = 80 . 71 II YD3 86 ' >> RCP IN / i YD4 86.7 � 2 � III CBI 86.8 INV. = 77 . 3 ��- I cB2 86.4 >> CU T III SMH MH1 84.`1 12 R C i I I TF: MATCH EXIST. COf� 7 . 3 I �� t II �I II I i INV: 76.00 01 SEE INS °2 col' o I N GTON I 57 LF „ II , III ERR 8 PVC III I I JMP STATI N S I I i-0" 0 AK 12 OAK II III \ WETWELL 10 0AK p II I II II TF, 82.50 II II BOTTOM: 63.90 ��; \ i �I I � C CB NEW INV. PE II , 4 III T . F . = 8 5 . 6 3' 86" FROM BOTTOM II �+- 8 � 1 � >> LE I - � ~`�6 . >> RCP IN TOWN) 6 MAP > I III INv - 78 . 0 II ,I `o' SNET 2528 I I I � ` 88 24" R CP 0 L HT IIRANS . RISER LIG � � II 77 . 9 ' 3T o . � I II 8„ STUB I , � � l NROVIDE II I II ..� S \ FOR FUTURE II C�� r TF: 8 .57± \ EXTENTION II I �, �. INV. 79�00(6") \ INV• 7 6• 1 (8 _._...1.._. � /\ t0WN Sfq C� y r /-OZlln O �t7tl2 GGUfl� 0 a v 9 � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �OSOR-CO TELEPHONE(860) 644-2511 October 29,2004 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn: Galen Semprebon RE: 980&981 Pleasant Valley Road South Windsor,CT 06074 Dear Mr _Semprebon; - The South Windsor Water Pollution Control Authority,at its regular meeting of October 5,2004,gave approval for connection of a low-pressure waste disposal system to be connected to the Town's sewerage _ system of 2 residential buildings located at 980&981 Pleasant Valley Road,South Windsor,CT. This approval is subject to the following conditions: --- 2. A wye or tee connection be installed for possible future connection of the property at 972 Pleasant Valley Road. 3. Submission of an as-built drawing to the Town. 4. Property owners are required to connect to the main line sewer if installed in the future,private line must be abandoned. Property owners to be given 365 days to complete connection. A notice pertaining to this condition must be placed in the land records,and is subject to the review and approval by the Town Attorney. 5. No further lateral or assessment charges will be billed to the property owners. 6. Installation of external auxiliary electrical outlets to be installed for the low pressure pumps in the event of a power outage. 7. Technical approval of the Town Engineering Department. 8. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Jos J.Carino, hairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector Mr.&Mrs.Ed Fulop Mr.&Mrs.Jimmie Junious SOWN Se4 � . x F TDVAn � O a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 September 19, 2005 i Mr. Andy Kebalo K.F. Realty 175 Wheeler Road South Windsor, CT 06074 Re: Appl#04-IOP, Quarry Brook Village Senior Residential Development Dear Mr. Kebalo: This is to advise you that the Planning and Zoning Commission voted on September 13, 2005 to release the erosion& sedimentation bond for the above-referenced project in the amount of$5,000. as well at the wetlands planting bond in the amount of$5,000. A check will be mailed to you by the Town of South Windsor. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Thank you. Very truly yours, Timothy_H._WeLzell, Chairman--_.._- - --____- Planning and Zoning Commission THW/rfs cc: Town Engineer BOND RELEASE TRANSMITTAL DATE: g I i b10G APPLICANT NAME . �, ��JpO n ADDRESS I� S � 1� �Zpc. 3 PROJECT LOCATION/ADDRESS_Vl VOAtki LOT P&Z OR IWA/CC APPLICATION NUMBER 0� r b�,,Ook 5KO SUB ACCOUNT NUMBER 503055 ORIGINAL BOND AMOUNT # 5,0 06 . 1� 4 S � 5 C)D Please release the bond indicated above as all of the required work has been completed. NJ"(, i NAME �� �� 1C�5 DATE r Gs BY CHECK # ISSUED DATE WPImming Depar1ment\Holmes\fbrms\B0ND RELEASE TRANSMITTAL 08-27-0l.doe