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HomeMy WebLinkAbout05-02P Emerald Green Resubdivision i TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION APPLICATION FORM Application No: n 20a P Official Receipt Date: 11 u 10S Receipt No: APPLICANT: JMJ Construction Co., Inc. DEC 1 6 2004 PROJECT NAME: EMERALD GREEN ADDRESS: 658 Ellington Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: JMJ Construction, Co., Inc. ADDRESS: 658 Ellington Road, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: R065, R069A& 919 Ellington Road ASSESSOR'S MAP#35 PARCEL#6, 7& 10 ZONE RR&A-20. NAME, ADDRESS, TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Karen M. Isherwood, P.E., Design Professionals,Inc., 165 South Satellite Road, South Windsor, CT 06074 Tel. (860)291-8755, Fax(860) 291-8757 THIS APPLICATION IS FOR: (Check all that apply): Zone Change to (Public Hearing required and Certified letter to abutters required) Subdivision/Resubdivision F— Open Space Subdivision(Public Hearing Required) Subdivision f Minor Major ✓Resubdivision(Public Hearing Required) F Minor Major C onditional Approval Special Exception to Article (Public Hearing Certified letter to abutters Site Plan of Development General Plan of Earth Filling(Sec. 15)and/or Earth Removal(Sec. 14 - Public Hearing Required) Regulation F Zoning r= 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. ign toe of Ap scant rgnature of Per erty ner v Town of South Windsor TREE PLANTING SPECIFICATIONS 2003 1. All trees will be handled by the root ball and not by the trunk of the tree. 2. All rope or twine will be completely removed once the tree has been placed in the planting area,burlap will be rolled down and cut or tucked under the root ball. 3. Any wire baskets will be cut and the upper 2/3 removed after the tree is placed in the planting area. 4. All trees shall be fresh dug within 30 day of delivery to the planting site. 5. All twine, rope or any other objects around the root ball will be removed. 6. A planting area of two times the diameter of the root ball will be excavated. The depth of the excavation shall be two inches less than the overall height of the root ball as measured from the root flair on the trunk to the bottom of the root ball. 7. All excavated material will be deposited at an approved site. 8. When backfilling trees, growing medium will be worked in, to avoid any air pockets. Care must be taken not to compact growing medium excessively. 9. The beginning of the root flare will be set two inches above final grade. 10. Water will be applied as soil conditions dictate. 11. All tree trunks will be will be free from any injury or damage. 12. All trees shall have a single central dominate leader. 13. Trees shall not be staked or guyed unless directed by the Tree Warden. 14. The depth of all mulch shall not exceed more than 2". 15. All tags ,ribbons or other markings will be removed. 16. No pruning will be performed,unless directed to by the Tree Warden. 17. No fertilizers or water polymers will be applied at planting. Prepared by Karl Reichle, Superintendent of Parks and Grounds July 2003 03/18/2005 FRI 08:48 FAX 860 644 7280 South Windsor Town Hall 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 3770 DESTINATION ADDRESS 92918757 PSWD/SUBADDRESS DESTINATION ID ST. TIME 03/18 08:47 USAGE T 00' 38 PGS. 1 RESULT OK MEMORANDUM To: Marcia Banach,Director of Planning From: Jeffrey B.Doolittle, P.E.,Town Engineer Date: 3/17/05 RE: App 05-02P, Emerald Green Subdivision have reviewed the new proposed Site Plan for the Emerald Green Subdivision off Ellington Road and I have the following comments. These are in addition to my comments on the proposed drainage system dated 3/16/05. 1. Why is the slope of the sewer main less than the minimum slope of 0.5%for 750 feet from the existing sanitary manhole in Ellington Road to PSMH3? This should be raised to at least 0.5% for as long a distance as possible. Provide calculations documenting that the minimum cleansing velocity of 2.5.fps will be attained with the expected sewer flow and minimum pipe slope. 2. ' The sewer pipe location conflicts with PCB4. Also,the invert of PSMH 3 needs to be raised so it is not as deep and to give the pipe to PSMH2 a greater slope. 3. Show the elevation of the outlet from the detention basin on the topographic plan. 4. Will the proposed construction affect the existing shallow well at 909 Ellington Road? I think a water service and sewer lateral should be provided for this property. 5. Include a profile of the proposed sewer main in Ellington Road from PSMH1 to the existing SMH. 6. Change the half road width to 13 feet on the Typical Roadway Section detail. 7. ,Why is there a second detail for Bituminous Concrete Pavement? 8. Provide a detail for the proposed yard drains. These should be type CL catch basins. 9.- 1 will discuss any comments on the drainage report with the Engineer. 10.WPCA review and approval is required for this site. 11.A permit is required from the ConnDOT for the construction of this new road off Ellington Road. Please call me(x 245)if you have any questions. r Yg CA-.l r 44 .. Car 61 . d M1 d F E �iP•`"f .. Nf `�� r 'Y''t 3 Stormwater Management Plan Teaberry Estates Senior Residence Development South Windsor, Connecticut APR 2 2005 °°°�e°ru►oea�aErs�Ar o � � -�0 0� 4 CO 0 :.. .22 �i �• ®�`®ems 111114,11111111 VAe®W' '°°,®°°` Prepared by: Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 1930 December 13, 2004 Revision: March 10, 2005 Revision: April 22, 2005 Table of Contents: Page# Introduction 1 Proposed Development 1 Off-Site Analysis 2 Peak Runoff control 2 Nonstructural Drainage System 2 Conveyance System 2 Maintenance and Operation 2 Drainage Design 3 On-Site Storm Sewer Calculations 5 Conclusions 5 Appendices TR-55 Existing Conditions drainage area(east) A TR-55 Developed Conditions drainage area(east) B TR-55 Developed Conditions to western basin C Detention basin design summary(West to Podunk River) D Hydrograph Routings for detention basin E Storm Drainage Calculations F Storm Sewer Calculations G Introduction: The site is located to the east of Ellington Road(Rte. 30) in South Windsor, Connecticut, and consists of a single parcel of land totaling 12.1 acres. The proposed use of the site is for a 25 unit SRD development. The site is a lot from the Emerald Green subdivision. The site will be accessed via a proposed cul-de-sac that will be constructed as part of the Emerald Green subdivision. The site presently consists of overgrown fields with some wooded areas primarily along the property boundaries. The site drains in two principal directions. The western end of the site drains to the northwest to the existing Unity Church detention basin system. The eastern end of the site drains to the east to wetlands on land owned by the Town of South Windsor. As part of the original design and stormwater management report for the Emerald Green subdivision, a detention basin was designed on the north side of the cul-de-sac that would collect runoff from the Emerald Green subdivision and the western end of the proposed development and discharge runoff to the Unity Church site. The design of this detention basin was documented as part of the Emerald Green subdivision, and was designed to handle the runoff from the western most edge of the proposed SRD development. This stormwater management report considers an alternate discharge location for the western detention basin, through a proposed drainage easement located on property N/F Podunk Ridge, and ultimately discharging directly on the eastern bank of the Podunk River. This revision eliminates the eastern detention basin previously proposed to discharge easterly through an easement onto land owned by the Town of South Windsor. The plans have been revised to capture all roadway runoff and directly them westerly into the proposed detention basin located to the north of Church Way. Proposed Development: The proposed development of the site(lot 3 of the Emerald Green subdivision) includes the creation of a 25 single family unit Senior Residence Development (SRD) and a community building. As part of the proposed SRD approximately 1240 if of 24' wide private road will be constructed ending in a cul-de-sac. A small parking lot with six spaces will be located at the community building. All units will be serviced by public water and sewer. The storm drainage system proposed for the development includes the installation of storm-sewers within the proposed road, yard drains, the construction of a detention basin on the eastern end of the site, and drainage connections to the Emerald Green detention basin. The original drainage area proposed to drain to the Emerald Green detention basin was included in the original Emerald Green detention basin design. This report modifies the area draining to this basin and the appropriate supporting documentation has been included for review. Off-Site Analysis: The site presently drains in two directions. The western end of the site drains northerly into the Unity Church storm system. Under developed conditions, the proposed western detention basin receiving runoff from Emerald Green Subdivision and much of the Teaberry Estates SRD will mitigate against the increase in peak flow from this site, and drain directly to the eastern bank of the Podunk River. The eastern end of the site drains to the north east, off site to the Town of South Windsor land. Under developed conditions, the significant reduction in drainage area continuing to drain easterly provides peak runoff rates at or below existing peak runoff rates from the site. Peak Runoff Control: The site has been designed to discharge to a detention basin to fully mitigate for peak runoff. Nonstructural Drainage Systems: The site has been designed with a number of drainage swales to allow for infiltration of roof runoff and for control of storm runoff in the rear of the units. Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to the detention/water quality basin. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm. The detention/water quality basins have been designed to handle up to a 100 year design storm with full detention. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the storm water system, and detention basin. 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. Catch Basins: The catch basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pipe Outlet Locations: The pipe outlets and associated riprap should be inspected annually and cleaned of silt and or debris. The riprap should be re- shaped and replenished as required. Outlet Structure: The detention basin outlet structure should be inspected twice annually, and all debris and silt should be removed. The discharge point from the outlet system should be inspected also, and all silt and debris should be removed. The riprap at the discharge should be re-arranged and additional stone added as needed. All silt and debris should be disposed of at a suitable location. Detention Basin: The detention basin should be inspected annually. All woody growth that could inhibit proper flow of the basin should be removed. Excess debris that has been deposited within the basin should be removed. Topographic Contour Maps: A Topographic contour map has been provided showing the drainage areas for the site at a scale of F=60'. The map showing the developed conditions is included in the rear of this report. 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 developed conditions was computed utilizing the TR-55 computer program. The detention basin was sized using a computer program by Hydrographs called Hydraflow. The program allows for the development of hydrographs representing the developed flows into the basin, and the modeling of the basin with elevation/storage/discharge curves to represent the basin. The program then provides the routing of the hydrograph through the basin, and provides peak discharge and storage information. The Emerald Green detention basin has been redesigned to provide gentler slopes and discharge through a proposed drainage easement, through property N/F Podunk Ridge on Ellington Road, directly to the eastern bank of the Podunk River. The majority of developed areas of the site drain to this detention basin. The site draining to the east under existing condition was analyzed and is included in appendix A. Due to the soil conditions present down considerable slopes offsite on land owned by the Town of South Windsor, an effort was made to reduce the velocity of any discharge toward the Town of South Windsor open space. In order to accomplish this, the stormwater system was designed to divert of a portion of the site to drain to the western detention basin. Under developed conditions, there is a small area that drains to the east, and will not be subject to any detention. The TR-55 analysis for this area is included in appendix B. A summary of the easterly draining existing and developed peak discharge(s)bypassing the basin are as follows: Storm Freq. Exist.peak disch. devel. peak discharge Additional peak disch. From site(cfs) bypassing basin(cfs) allowed from west.basin 2 1 1 0 10 3 2 1 25 5 2 3 50 6 3 3 100 8 4 4 The site currently draining westerly through the Unity Church basins under existing conditions has been documented in previous stormwater management reports. As art of rl o the detention basin large portion of this area will now drain westerly t this application, a a ge p y proposed on Lot 3. This area was analyzed under developed conditions and is included in appendix C. A summary of the existing and developed peak discharge bypassing the basin and design peak discharge from the basin are as follows: Storm Freq. Orig. peak disch. Devel. peak discharge Add'l peak disch. Allowed peak (10.5 ac.through from Unity basin(cfs) allowable from . disch.from basin Lakewood) (orig. 10.5 ac.) reduced east flow 2 2 0.99* 0 1 10 8 1.49* 1 7.5 25 12 1.68* 3 13.3 50 15 --- 3 100 19 --- 4 The proposed detention basin design discharge will be equal to or less than the original peak discharge (prior to Unity Church development) minus the developed peak discharge documented for the Unity Church basin* plus the additional allowable peak discharge from reduced easterly developed flows onto town open space.. The summary of the detention basin design is included in appendix D. The Hydrograph routings for the 2-100 year storm events through the detention basin are included in appendix E. A summary of the developed peak design discharge from the basin are as follows: Storm Freq. Allowed peak discharge Design discharge From basin(CFS) from basin 2 1 2.39 10 7.5 9.11 25 13.3 11.78 50 --- 13.74 100 --- 14.79 * Peak flows documented are higher than will occur due to the fact that approximately 6 acres of the 10.5 acres originally considered no longer will enter the Unity Church basins. As can be seen from the above, the proposed detention basin provides attenuation of the peak flows from the site to levels at or below existing peak flow rates for all but the 2 and 10 year storm events. We anticipate that the actual basin discharge rates for these storm events will be less than documented due to the fact that the basin analysis does not take into consideration infiltration into the sandy subsoil and that the actual flows through Lakewood from the Unity Church site will be significantly less due to the reduction in drainage area. The detention basin has been designed as water quality basins. The water quality functions of the basins will be accomplished through the design of the basin to function as a "Micropool Extended Detention Pond". There will be a permanent volume of water within the basin equal to a minimum of 20% of the water quality volume, and extended detention for the remaining 80% of the water quality volume. The calculations for the water quality volume are included in appendix I. Off-Site Storm Sewer Calculations: The storm sewer has been analyzed for the 10-year design. The design calculations are included in appendix G. Conclusions: The proposed detention basins will provide complete attenuation of peak discharges from the site, and will provide the required water quality mitigation. APPENDIX A 1930E-E RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : teaberry estates-srd user: kmi Date: 04-20-05 county : hartford state: ct Checked: Date: subtitle: existing drainage area east to town property ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN)' ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix fair - 4.98(56) - - Woods good - 0.75(55) - - Total Area (by Hydrologic Soil Group) 5.73 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 5.73 Acres WEIGHTED CURVE NUMBER: 56* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : teaberry estates-srd User: kmi Date: 04-20-05 County : hartford State: ct Checked: Date: subtitle: existing drainage area east to town property ------------=------------------------------------------------------------------ Flow Type Z year Length slope Surface n Area wp VelocityTime rain (ft) (ft/ft) code. (sg/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- sheet 3.2 50 .08 h 0.118 sheet 250 .06 1 0.195 shallow concent'd s0 .06 u 0.004 shallow concent'd 230 .04 u 0.020 open Channel 260 2 0.036 Time of Concentration = 0.37* --- sheet Flow surface codes --- A smooth surface F Grass, Dense --- Shallow concentrated --- B Fallow (No Res.) G Grass, Burmuda --- surface Codes --- C Cultivated < 20 % Res. H woods, Light P Paved D Cultivated > 20 % Res. I woods, Dense U Unpaved E Grass-Range, short 3 Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD version 2.00 Project : teaberry estates-srd user: kmi Date: 04-20-0S County : hartford state: ct Checked: Date: subtitle: existing drainage area east to town property Page 1 1930E-E Data: Drainage Area 5.73 * Acres Runoff curve Number 56 * Time of concentration: 0.37 * Hours Rainfall Type III Pond and swamp Area . NONE storm Number 1 1 1 2 1 3 1 4 1 5 1 ----------------------i------i------(------I------I------I I Frequency (yrs) ! 2 I 10 ! 25 ( 50 I 100 ! j24-Hr Rainfall (in) { 3.2 { 4.7 { 5.5 { 6.2 { 6.9 ! j Ia/P Ratio 10.49 ( 0.33 j 0.29 10.25 j 0.23 I j Runoff (in) 10.28 j 0.89 j 1.31 j 1.72 j 2.15 j ! unit Peak Discharge 10.338 10.570 10.620 10.638 10.652 1 (cfs/acre/in) ! I I I I I Pond and swamp Factor] 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 i 0.0% Ponds used I I I I I I ----------------------I------I------I------I------I------I I Peak Discharge (cfs) I 1 1 3 1 5 1 6 1 8 1 - values) provided from TR-55 system routines 0 Page 2 APPENDIX B 1930D-E RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : teaberry estates-srd user: kmi Date: 04-20-05 county : hartford State: ct Checked: Date: subtitle: developed drainage area-bypass basin-to town property ------------------------------------------------------------------------------- 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 > 75% - 1.72(61) - - Impervious Areas Paved parking lots, roofs, driveways - .12(98) - - Total Area (by Hydrologic soil Group) 1.84 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 1.84 Acres WEIGHTED CURVE NUMBER: 63* -----------------------------------------------------------=------------------- * - Generated for use by GRAPHIC method 0 TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : teaberry estates-srd user: kmi Date: 04-20-05 County : hartford State: ct checked: Date: subtitle: developed drainage area-bypass basin-to town property ---------------------------------------- -------------------------------------- Flow Type 2 year Length slope surface n Area Wp Velocity Time rain (ft) (ft/ft) code . (sq/ft) (ft) (ft/sec) (hr) ----------------------------------- ------------------ sheet 3.2 300 .05 E 0.273 Time of Concentration = 0.27* --- sheet Flow surface codes --- A Smooth surface F Grass, Dense --= shallow Concentrated --- B Fallow (No Res.) G Grass, Burmuda --- surface Codes --- c Cultivated < 20 % Res. H Moods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense u unpaved E Grass-Range, short 3 Range, Natural * - Generated for use by GRAPHIC method 0 GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : teaberry estates-srd user: kmi Date: 04-20-05 County : hartford state: ct checked: Date: subtitle: developed drainage area-bypass basin-to town property Data: Drainage Area 1.84 * Acres Page 1 1930D-E Runoff curve Number . 63 * Time of concentration: 0.27 * Hours Rainfall Type III Pond and Swamp Area NONE ( Storm Number 1 -�-- 2 I 3 -�-- 4 �-- 5--� ----------------------I------I------I------I------I------I I Frequency (yrs) I 2 1 10 1 25 I 50 I 100 I 124-Hr Rainfall (in) I 3.2 I 4.7 I 5.5 I 6.2 I 6.9 I 1 Ia/P Ratio 10.37 10.25 10.21 1 0.19 0.17 1 1 Runoff (in) 10.52 1 1.32 { 1.83 i 2.32 2.83 1 unit Peak Discharge 10.592 10.719 10.740 10.754 10.765 1 (cfs/acre/in) I I I I I I Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds used I I I I I I ----------------------I------I------I------I------I------I i Peak Discharge (cfs) I 1 1 2 1 2 1 3 1 4 1 * - Value(s) provided from TR-55 system routines 0 Page 2 APPENDIX C 1930WBT2 RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : TEABERRY ESTATES-SRD User: KMI Date: 04-20-05 County : HARTFORD State: CT Checked: Date: subtitle: DEVELOPED RUNOFF TO WESTERN TEABERRY BASIN (CHURCH ST) REV.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 > 75% - 4.52(61) - - Impervious Areas Paved parking lots, roofs, driveways - 3.99(98) - - OTHER AGRICULTURAL LANDS Woods good - .58(55) - - Total Area (by Hydrologic Soil Group) 9.09 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 9.09• Acres WEIGHTED CURVE NUMBER: 77* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method O TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : TEABERRY ESTATES-SRD User: KMI Date: 04-20-05 County : HARTFORD State: CT Checked Date: subtitle: DEVELOPED RUNOFF TO WESTERN TEABERRY BASIN (CHURCH ST) REV.1 ------------------------------------------------------------------------------- Flow Type 2 year Length slope surface n Area Wp Velocit Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/secT (hr) ---------------------- --------------------------------------------------------- _ sheet 3.2 150 .02 a 0.226 Open Channel 570 7 0.023 open Channel 404 is 0.007 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 % Res. H woods, Light P Paved D Cultivated > 20 % Res. I woods, Dense U Unpaved E Grass-Range, short 3 Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Page 1 1930WBT2 Project : TEABERRY ESTATES-SRD User: KMI Date: 04-20-05 County : HARTFORD State: CT checked Date: subtitle: DEVELOPED RUNOFF TO WESTERN TEABERRY BASIN (CHURCH ST) REV.1 Data: Drainage Area . 9.09 * Acres Runoff curve Number . 77 * Time of concentration: 0.26 * Hours Rainfall Type III Pond and Swamp Area . NONE 1 storm Number12 34=- ---5--� {----------------------{------{------1------{------1------I Frequency (yrs) { 2 { 10 ( 25 I 50 { 100 1 24-Hr Rainfall (in) 1 3.2 1 4.7 5.5 { 6.2 6.9 1 Ia/P Ratio 1 0.19 1 0.13 1 0.11 i 0.10 j 0.09 used 1 0.19 0.13 1 0.11 ) 0.10 { 0.10 { 1 Runoff (in) 1 1.21 1 2.37 1 3.05 13.65 1 4.28 1 1 Unit Peak Discharge 10.765 10.800 10.811 10.816 10.816 1 I (cfs/acre/in) { I ! I I I Pond and swamp Factor] 1.00 1 1.00 1 1.00 1 1.00 1 1.00 I 0.0% Ponds used I I I I I I 1----------------------{------{------I------{------1------1 1 Peak Discharge (cfs) { 8 { 17 { 22 { 27 { 32 i * - Value(s) provided from TR-55 system routines 0 Page 2 APPENDIX D Reservoir Report Page Reservoir No. 1 - basin to podunk Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known contour areas.Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuff) 0.00 75.00 3,020 0 0 1.00 76.00 4,375 3,698 3,698 2.00 77.00 5,700 5,038 8,735 3.00 78.00 6,900 6,300 15,035 4.00 79.00 8,200 7,550 22,585 5.00 80.00 9,550 8,875 31,460 6.00 81.00 11,010 10,280 41,740 Culvert/Orifice Structures Weir Structures [A] [B] ICI [D] [A] [B] [C] [D] Rise in = 18.0 6.0 18.0 0.0 Crest Len ft = 7.33 0.00 0.00 0.00 Span in = 18.0 6.0 18.0 0.0 Crest El.It = 80.90 0.00 0.00 0.00 No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 0.00 0.00 0.00 Invert El.ft = 75.00 75.00 77.00 0.00 Weir Type = Riser - - - Length ft = 40.0 1.0 1.0 0.0 Multistage = Yes No No No Slope% = 1.00 1.00 1.00 0.00 N Value = .010 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multistage = n/a Yes Yes No ExHitration Rate = 0.00 in/hr/sq t Taftmter Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation Chr A Chr B Clv C Civ D Wr A Wr B Wr C Wr D Exfil Total ft cuft ft cis cis cis cfs cis cis cis cfs cfs cfs 0.00 0 75.00 0.00 0.00 0.00 - 0.00 - - - - 0.00 1.00 3,698 76.00 0.75 0.75 0.00 - 0.00 - - - - 0.75 2.00 8,735 77.00 1.17 1.17 0.00 - 0.00 - - - - 1.17 3.00 15,035 78.00 5.58 1.27 4.31 - 0.00 - - - - 5.58 4.00 22,585 79.00 10.73 1.22 9.51 - 0.W - - - - 10.73 5.00 31,460 80.00 13.04 1.30 11.73 - 0.00 - - - - 13.04 6.00 41,740 81.00 14.83 1.41 12.65 - 0.77 - - - - 14.83 APPENDIX E Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Teaberry&emerald basin Hydrograph type = SCS Runoff Peak discharge = 8.69 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 9.09 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 16 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 410 Hydrograph volume=39,230 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.03 4.57 12.05 5.08 12.07 5.62 12.08 6.17 12.10 6.71 12.12 7.21 12.13 7.67 12.15 8.05 12.17 8.34 12.18 8.54 12.20 8.65 12.22 8.69 << 12.23 8.67 12.25 8.60 12.27 8.50 12.28 8.38 12.30 8.23 12.32 8.06 12.33 7.87 12.35 7.66 12.37 7.43 12.38 7.18 12.40 6.91 12.42 6.63 12.43 6.33 12.45 6.03 12.47 5.72 12.48 5.41 12.50 5.12 12.52 4.84 12.53 4.58 ...End Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 2.39 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = basin to podunk Max. Elevation = 77.71 ft Max. Storage = 13,197 cuft Storage Indication method used. Outflow hydrograph volume=38,249 cuft Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.08 6.17 76.00 1.29 1.20 ----- ----- ----- ----- ----- ----- ----- 1.20 12.10 6.71 76.07 1.30 1.27 ----- ----- ----- ----- ----- ----- ----- 1.27 12.12 7.21 76.13 1.34 1.33 ----- ----- ----- ----- ----- ----- ----- 1.33 12.13 7.67 76.21 1.43 1.39 ----- ----- ---- ----- ----- ----- 1.39 12.15 8.05 76.28 1.46 1.45 ----- ----- ----- ----- ----- ----- ----- 1.45 12.17 8.34 76.36 1.53 1.52 ----- ----- ----- ----- ----- ----- ----- 1.52 12.18 8.54 76.44 1.64 1.58 ----- ----- ----- ----- ----- ----- ----- 1.58 12.20 8.65 76.53 1.72 1.64 ----- ----- ----- ----- ----- ----- ----- 1.64 12.22 8.69 << 76.61 1.72 1.71 ----- ----- ----- ----- ----- ----- ----- 1.71 12.23 8.67 76.69 1.76 1.76 ---- ----- ----- ----- ----- ----- ----- 1.76 12.25 8.60 76.78 1.85 1.82 ----- ----- ----- ----- ----- ----- ----- 1.82 12.27 8.50 76.86 1.89 1.87 ----- ----- ----- ----- ----- ----- ----- 1.87 12.28 8.38 76.93 1.95 1.92 ----- ----- ----- ----- ----- ----- ----- 1.92 12.30 8.23 77.01 2.04 1.97 ----- ----- ----- ----- ----- ----- ----- 1.97 12.32 8.06 77.07 2.04 2.01 ----- ----- ----- ----- ----- ----- ----- 2.01 12.33 7.87 77.12 2.07 2.05 ----- ----- ----- ----- ----- ----- ----- 2.05 12.35 7.66 77.18 2.16 2.07 ----- ----- ----- ----- ----- ----- ----- 2.07 12.37 7.43 77.23 2.20 2.10 ----- ----- ----- ----- ----- ----- ----- 2.10 12.38 7.18 77.28 2.20 2.14 ----- ----- ----- ----- ----- ----- ----- 2.14 12.40 6.91 77.32 2.21 2.17 ----- ----- ----- ----- ----- ----- ----- 2.17 12.42 6.63 77.37 2.21 2.19 ----- ----- ----- ----- ----- ----- ----- 2.19 12.43 6.33 77.41 2.23 2.22 ----- ----- ----- ---- ----- ----- ----- 2.22 12.45 6.03 77.45 2.29 2.23 ----- ----- ----- ----- ----- ----- ----- 2.23 12.47 5.72 77.48 2.35 2.25 ----- ----- ----- ----- ----- ----- ----- 2.25 12.48 5.41 77.51 2.38 2.27 ----- ----- ----- ----- ----- ----- ----- 2.27 12.50 5.12 77.54 2.38 2.29 ----- ----- ----- ----- ----- ----- ----- 2.29 12.52 4.84 77.57 2.38 2.30 ----- ----- ----- ----- ----- ----- ----- 2.30 12.53 4.58 77.59 2.38 2.32 ----- ----- ----- ----- ----- ----- ----- 2.32 12.55 4.34 77.61 2.38 2.33 ----- ----- ----- ----- ----- ----- ----- 2.33 12.57 4.12 77.63 2.38 2.34 ----- ----- ----- ----- ----- ----- ----- 2.34 12.58 3.91 77.64 2.38 2.35 ----- ----- ----- ----- ----- ----- ----- 2.35 12.60 3.71 77.66 2.38 2.36 ----- ----- ----- ----- ----- ----- ----- 2.36 12.62 3.52 77.67 2.38 2.36 ----- ----- ----- ----- ----- ----- ----- 2.36 12.63 3.34 77.68 2.38 2.37 ----- ----- ----- ----- ----- ---- ----- 2.37 12.65 3.17 77.69 2.38 2.37 ----- ----- ----- ----- ----- ----- ----- 2.37 12.67 3.01 77.69 2.38 2.38 ----- ----- ----- ----- ----- ----- ----- 2.38 12.68 2.86 77.70 2.38 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.38 12.70 2.72 77.70 2.39 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.38 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ 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 12.72 2.59 77.71 2.39 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.39 12.73 2.48 77.71 2.39 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.39 12.75 2.37 77.71 << 2.39 2.38 0.01 ----- ----- ----- ----- ----- ----- 2.39 << 12.77 2.28 77.71 2.39 2.38 0.00 --- ----- ----- ----- ----- --- 2.39 12.78 2.19 77.71 2.39 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.39 12.80 2.11 77.70 2.39 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.38 12.82 2.04 77.70 2.38 2.38 0.00 ----- ----- ----- ----- ----- ----- 2.38 12.83 1.98 77.70 2.38 2.38 ----- ----- ----- ----- ----- ----- 2.38 12.85 1.93 77.69 2.38 2.38 ----- ----- ----- ----- ----- ----- ----- 2.38 12.87 1.88 77.69 2.38 2.37 ----- ----- ----- ----- ----- ---- 2.37 12.88 1.83 77.68 2.38 2.37 ----- ----- ----- ----- ----- ----- ----- 2.37 12.90 1.79 77.68 2.38 2.37 ----- ----- ----- ----- ----- ----- ----- 2.37 12.92 1.75 77.67 2.38 2.36 ----- ----- ----- ----- ----- ----- ----- 2.36 12.93 1.72 77.67 2.38 2.36 ----- ----- ----- ----- ----- ----- ----- 2.36 12.95 1.69 77.66 2.38 2.36 ----- ----- ----- ----- ----- ----- ----- 2.36 12.97 1.67 77.65 2.38 2.35 ----- ---- ----- ----- ----- ---- ----- 2.35 12.98 1.64 77.65 2.38 2.35 ----- ----- ----- ----- ----- ----- ----- 2.35 13.00 1.62 77.64 2.38 2.35 ----- ----- ----- ----- ----- ----- ----- 2.35 13.02 1.59 77.63 2.38 2.34 ----- ----- ----- ----- ----- ----- ----- 2.34 13.03 1.57 77.63 2.38 2.34 ----- ----- ----- ----- ----- ----- ----- 2.34 13.05 1.54 77.62 2.38 2.33 ----- ----- ----- ----- ----- ----- ----- 2.33 13.07 1.52 77.61 2.38 2.33 ----- ---- ---- ----- ----- ---- ----- 2.33 13.08 1.50 77.60 2.38 2.32 ----- ----- ----- ----- ----- ----- ----- 2.32 13.10 1.47 77.60 2.38 2.32 ----- ----- ----- ----- ----- ----- ----- 2.32 13.12 1.45 77.59 2.38 2.31 ----- ----- ----- ----- ----- ----- ----- 2.31 13.13 1.43 77.58 2.38 2.31 ----- ----- ----- ----- ----- ----- ----- 2.31 13.15 1.41 77.57 2.38 2.30 ----- ----- ----- ----- ----- ----- ----- 2.30 13.17 1.39 77.56 2.38 2.30 ---- ----- ----- ----- ----- ----- ----- 2.30 13.18 1.37 77.55 2.38 2.29 ----- ----- ----- ----- ----- ----- ----- 2.29 13.20 1.36 77.55 2.38 2.29 ----- ----- ----- ----- ----- ----- ----- 2.29 13.22 1.34 77.54 2.38 2.28 ----- ----- ----- ----- ----- ----- ----- 2.28 13.23 1.33 77.53 2.38 2.28 ----- ----- ----- ----- ----- ----- ----- 2.28 13.25 1.31 77.52 2.38 2.27 ----- ----- ----- ----- ----- ----- ----- 2.27 13.27 1.30 77.51 2.38 2.27 ---- ----- ---- ----- ----- ----- ----- 2.27 13.28 1.29 77.50 2.38 2.26 ----- ----- ----- ----- ----- ----- ----- 2.26 13.30 1.28 77.49 2.36 2.26 ----- ----- ----- ----- ----- ----- ----- 2.26 13.32 1.27 77.48 2.35 2.25 ----- ----- ----- ----- ----- ----- ----- 2.25 13.33 1.26 77.47 2.33 2.25 ----- ----- ----- ----- ----- ----- ----- 2.25 13.35 1.25 77.46 2.31 2.24 ----- ----- ----- ----- ----- ----- ----- 2.24 13.37 1.24 77.45 2.30 2.24 ---- ----- ----- ---- ----- ---- ----- 2.24 13.38 1.23 77.44 2.28 2.23 ----- ----- ----- ----- ----- ----- ----- 2.23 13.40 1.23 77.43 2.27 2.23 ----- ----- ----- ----- ----- ----- ----- 2.23 13.42 1.22 77.42 2.25 2.22 ----- ----- ----- ----- ----- ----- ----- 2.22 13.43 1.21 77.41 2.24 2.22 ----- ----- ----- ----- ----- ----- ----- 2.22 13.45 1.21 77.41 2.22 2.21 ----- ----- ----- ----- ----- ----- ----- 2.21 13.47 1.20 77.40 2.21 2.21 ---- ----- ----- ----- ----- ---- ---- 2.21 13.48 1.19 77.39 2.21 2.20 ----- ----- ----- ----- ----- ----- ----- 2.20 13.50 1.19 77.38 2.21 2.20 ----- ----- ----- ----- ----- ----- ----- 2.20 13.52 1.18 77.37 2.21 2.19 ----- ----- ----- ----- ----- ----- ----- 2.19 13.53 1.18 77.36 2.21 2.19 ----- ----- ----- ----- ----- ----- ----- 2.19 13.55 1.17 77.35 2.21 2.18 ----- ----- ----- ----- ----- ----- ----- 2.18 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 EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.57 1.16 77.34 2.21 2.17 ----- ----- ----- ----- ----- ----- ----- 2.17 13.58 1.16 77.33 2.21 2.17 ----- ----- ----- ----- ----- ----- ----- 2.17 13.60 1.15 77.32 2.20 2.16 ----- ----- ----- ----- ----- ----- ----- 2.16 13.62 1.14 77.31 2.20 2.16 ----- ----- ---- ----- ----- ----- ---- 2.16 13.63 1.14 77.30 2.20 2.15 ----- ----- ----- ----- ----- ----- ----- 2.15 13.65 1.13 77.29 2.20 2.14 ----- ----- ----- ----- ----- ----- ----- 2.14 13.67 1.13 77.28 2.20 2.14 ----- ----- ----- ----- ----- ----- ----- 2.14 13.68 1.12 77.27 2.20 2.13 ----- ----- ----- ----- ----- ----- ----- 2.13 13.70 1.11 77.26 2.20 2.12 ----- ----- ----- ----- ----- ----- ----- 2.12 13.72 1.11 77.25 2.20 2.12 ----- --- ---- ---- ----- ----- ----- 2.12 13.73 1.10 77.24 2.20 2.11 ----- ----- ----- ----- ----- ----- ----- 2.11 13.75 1.09 77.23 2.20 2.11 ----- ----- ----- ----- ----- ----- ----- 2.11 13.77 1.09 77.22 2.20 2.10 ----- ----- ----- ----- ----- ----- ----- 2.10 13.78 1.08 77.21 2.20 2.09 ----- ----- ----- ----- ----- ----- ----- 2.09 13.80 1.07 77.20 2.20 2.09 ----- ----- ----- ----- ----- ----- ----- 2.09 13.82 1.07 77.19 2.19 2.08 ----- ----- ----- ----- ---- ---- ---- 2.08 13.83 1.06 77.18 2.18 2.08 ----- ----- ----- ----- ----- ----- ----- 2.08 13.85 1.06 77.17 2.16 2.07 ----- ----- ----- ----- ----- ----- ----- 2.07 13.87 1.05 77.16 2.14 2.07 ----- ----- ----- ----- ----- ----- ----- 2.07 13.88 1.04 77.15 2.13 2.06 ----- ----- ----- ----- ----- ----- 2.06 13.90 1.04 77.15 2.11 2.06 ----- ----- ----- ----- ----- ----- ----- 2.06 13.92 1.03 77.14 2.09 2.05 ----- ----- ----- ----- ----- ----- ----- 2.05 13.93 1.02 77.13 2.08 2.05 ----- ----- ----- ----- ----- ----- 2.05 13.95 1.02 77.12 2.06 2.04 ----- ----- ----- ----- ----- ----- ----- 2.04 13.97 1.01 77.11 2.05 2.04 ----- ----- ----- ----- ----- ----- 2.04 13.98 1.00 77.10 2.04 2.03 ----- ----- ----- ----- ----- ----- 2.03 14.00 1.00 77.09 2.04 2.03 ----- ----- ----- ----- ----- ----- ----- 2.03 14.02 0.99 77.08 2.04 2.02 ---- ----- ----- ----- ---- ----- ----- 2.02 14.03 0.98 77.07 2.04 2.01 ----- ----- ----- ----- ----- ----- ----- 2.01 14.05 0.98 77.06 2.04 2.01 ----- ----- ----- ----- ----- ----- ----- 2.01 14.07 0.97 77.05 2.04 2.00 ----- ----- ----- ----- ----- ----- ----- 2.00 14.08 0.96 77.04 2.04 1.99 ----- ----- ----- ----- ----- ----- ----- 1.99 14.10 0.96 77.03 2.04 1.98 ----- ----- ----- ----- ----- ----- ----- 1.98 14.12 0.95 77.02 2.04 1.98 ----- ----- ----- ---- ----- ----- ----- 1.98 14.13 0.94 77.01 2.04 1.97 ----- ----- ----- ----- ----- ----- ----- 1.97 14.15 0.94 77.00 2.03 1.96 ----- ----- ----- ----- ----- ----- ----- 1.96 14.17 0.93 76.99 2.02 1.96 ----- ----- ----- ----- ----- ----- ----- 1.96 14.18 0.93 76.97 2.00 1.95 ----- ----- ----- ----- ----- ----- ----- 1.95 14.20 0.92 76.96 1.98 1.94 ----- ----- ----- ----- ----- ----- ----- 1.94 14.22 0.92 76.95 1.97 1.93 ----- ----- ----- ----- ----- ----- ----- 1.93 14.23 0.91 76.94 1.95 1.92 ----- ----- ----- ----- ----- ----- ----- 1.92 14.25 0.91 76.93 1.93 1.92 ----- ----- ----- ----- ----- ----- ----- 1.92 14.27 0.90 76.91 1.92 1.91 ----- ----- ----- ----- ----- ----- ----- 1.91 14.28 0.90 76.90 1.90 1.90 ----- ----- ----- ----- ----- ----- ----- 1.90 14.30 0.90 76.89 1.90 1.89 ----- ----- ----- ----- ----- ----- ----- 1.89 14.32 0.89 76.88 1.89 1.89 ----- ---- ----- ----- ----- ----- ----- 1.89 14.33 0.89 76.87 1.89 1.88 ----- ----- ----- ----- ----- ----- ----- 1.88 14.35 0.88 76.85 1.89 1.87 ----- ----- ----- ----- ----- ----- ----- 1.87 14.37 0.88 76.84 1.89 1.86 ----- ----- ----- ----- ----- ----- ----- 1.86 14.38 0.88 76.83 1.88 1.86 ----- ----- ----- ----- ----- ----- ----- 1.86 14.40 0.87 76.82 1.88 1.85 ----- ----- ----- ----- ----- ----- ----- 1.85 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Civ A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.42 0.87 76.81 1.88 1.84 ----- ----- ----- ----- ----- ----- ----- 1.84 14.43 0.87 76.80 1.87 1.83 ----- ----- ----- ----- ----- ----- ----- 1.83 14.45 0.86 76.78 1.86 1.83 ----- ----- ----- ----- ----- ----- ----- 1.83 14.47 0.86 76.77 1.84 1.82 ----- ---- ----- ----- ----- ----- ----- 1.82 14.48 0.86 76.76 1.83 1.81 ----- ----- ----- ----- ----- ----- ----- 1.81 14.50 0.86 76.75 1.82 1.80 ----- ----- ----- ----- ----- ----- ----- 1.80 14.52 0.85 76.74 1.80 1.79 ----- ----- ----- ----- ----- ----- ----- 1.79 14.53 0.85 76.73 1.79 1.78 ----- ----- ----- ----- ----- ----- ----- 1.78 14.55 0.85 76.72 1.78 1.77 ----- ----- ----- ----- ----- ----- ----- 1.77 14.57 0.84 76.71 1.77 1.76 ----- ----- ----- ----- ---- ----- ----- 1.76 14.58 0.84 76.69 1.76 1.76 ----- ----- ----- ----- ----- ----- ----- 1.76 14.60 0.84 76.68 1.75 1.75 ----- ----- ----- ----- ----- ----- ----- 1.75 14.62 0.83 76.67 1.75 1.74 ----- ----- ----- ----- ----- ----- ----- 1.74 14.63 0.83 76.66 1.74 1.74 ----- ----- ----- ----- ----- ----- ----- 1.74 14.65 0.83 76.65 1.74 1.73 ----- ----- ----- ----- ----- ----- ----- 1.73 14.67 0.82 76.64 1.74 1.73 ----- ---- ---- ----- ----- ----- ----- 1.73 14.68 0.82 76.63 1.73 1.72 ----- ----- ----- ----- ----- ----- ----- 1.72 14.70 0.82 76.62 1.73 1.71 ----- ----- ----- ----- ----- ----- ----- 1.71 14.72 0.81 76.61 1.72 1.71 ----- ----- ----- ----- ----- ----- ----- 1.71 14.73 0.81 76.60 1.72 1.70 ----- ----- ----- ----- ----- ----- ----- 1.70 14.75 0.81 76.59 1.72 1.69 ----- ----- ----- ----- ----- ----- ----- 1.69 14.77 0.80 76.58 1.72 1.68 ----- ----- ----- ----- ----- ----- ----- 1.68 14.78 0.80 76.57 1.72 1.67 ----- ----- ----- ----- ----- ----- ----- 1.67 14.80 0.80 76.56 1.72 1.66 ----- ----- ----- ----- ----- ----- ----- 1.66 14.82 0.79 76.55 1.72 1.66 ----- ----- ----- ----- ----- ----- ----- 1.66 14.83 0.79 76.54 1.72 1.65 ----- ----- ----- ----- ----- ----- ----- 1.65 14.85 0.79 76.53 1.72 1.64 ----- ----- ----- ----- ----- ----- ----- 1.64 14.87 0.78 76.52 1.72 1.63 ----- ----- ----- ----- ----- ---- ----- 1.63 14.88 0.78 76.51 1.72 1.62 ----- ----- ----- ----- ----- ----- ----- 1.62 14.90 0.78 76.50 1.71 1.61 ----- ----- ----- ----- ----- ----- ----- 1.61 14.92 0.78 76.49 1.70 1.61 ----- ----- ----- ----- ----- ----- ----- 1.61 14.93 0.77 76.48 1.68 1.60 ----- ----- ----- ----- ----- ----- ----- 1.60 14.95 0.77 76.47 1.67 1.59 ----- ----- ----- ----- ----- ----- ----- 1.59 14.97 0.77 76.46 1.65 1.59 ----- ----- ----- ----- ---- ----- ----- 1.59 14.98 0.76 76.45 1.64 1.58 ----- ----- ----- ----- ----- ----- ----- 1.58 15.00 0.76 76.44 1.62 1.58 ----- ----- ----- ----- ----- ----- ----- 1.58 15.02 0.76 76.43 1.61 1.57 ----- ----- ----- ----- ----- ----- ----- 1.57 15.03 0.75 76.42 1.59 1.56 ----- ----- ----- ----- ----- ----- ----- 1.56 15.05 0.75 76.41 1.58 1.56 ----- ----- ----- ----- ----- ----- ----- 1.56 15.07 0.75 76.40 1.57 1.55 ----- ----- ----- ----- ----- ---- ----- 1.55 15.08 0.74 76.39 1.56 1.54 ----- ----- ----- ----- ----- ----- ----- 1.54 15.10 0.74 76.38 1.55 1.53 ----- ----- ----- ----- ----- ----- ----- 1.53 15.12 0.74 76.37 1.54 1.52 ----- ----- ----- ----- ----- ----- ----- 1.52 15.13 0.73 76.36 1.53 1.52 ----- ----- ----- ----- ----- ----- ----- 1.52 15.15 0.73 76.35 1.52 1.51 ----- ----- ----- ----- ----- ----- ----- 1.51 15.17 0.73 76.34 1.51 1.50 ----- ----- ----- ----- ----- ---- ---- 1.50 15.18 0.72 76.33 1.50 1.49 ----- ----- ----- ----- ----- ----- ----- 1.49 15.20 0.72 76.32 1.49 1.48 ----- ----- ----- ----- ----- ----- ----- 1.48 15.22 0.72 76.31 1.48 1.47 ----- ----- ----- ----- ----- ----- ----- 1.47 15.23 0.71 76.30 1.47 1.47 ----- ----- ----- ----- ----- ----- ----- 1.47 15.25 0.71 76.30 1.46 1.46 ----- ----- ----- ----- ----- ----- ----- 1.46 Continues on next page... Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.27 0.71 76.29 1.46 1.45 ----- ----- ----- ----- ----- ----- ----- 1.45 15.28 0.70 76.28 1.45 1.45 ----- ----- ----- ----- ----- ----- ----- 1.45 15.30 0.70 76.27 1.45 1.44 ----- ----- ----- ----- ----- ----- ----- 1.44 15.32 0.70 76.26 1.45 1.43 --- ----- ----- ----- ----- ----- ----- 1.43 15.33 0.69 76.25 1.44 1.43 ----- ----- ----- ----- ----- ----- ----- 1.43 15.35 0.69 76.24 1.44 1.42 ----- ----- ----- ----- ----- ----- ----- 1.42 15.37 0.68 76.23 1.44 1.41 ----- ----- ----- ----- ----- ----- ----- 1.41 15.38 0.68 76.23 1.44 1.41 ----- ----- ----- ----- ----- ----- 1.41 15.40 0.68 76.22 1.43 1.40 ----- ----- ----- ----- ----- ----- ----- 1.40 15.42 0.67 76.21 1.43 1.39 ---- ----- ---- --- ----- ----- ----- 1.39 15.43 0.67 76.20 1.43 1.39 ----- ----- ----- ----- ----- ----- ----- 1.39 15.45 0.67 76.19 1.42 1.38 ----- ----- ----- ----- ----- ----- ----- 1.38 15.47 0.66 76.18 1.41 1.37 ----- ----- ----- ----- ----- ----- ----- 1.37 15.48 0.66 76.17 1.40 1.37 ----- ----- ----- ----- ----- ----- ----- 1.37 15.50 0.66 76.17 1.38 1.36 ----- ----- ----- ----- ----- ----- ----- 1.36 15.52 0.65 76.16 1.37 1.35 ----- ----- ----- --- ----- ----- ----- 1.35 15.53 0.65 76.15 1.36 1.34 ----- ----- ----- ----- ----- ----- ----- 1.34 15.55 0.65 76.14 1.35 1.34 ----- ----- ----- ----- ----- ----- ----- 1.34 15.57 0.64 76.13 1.34 1.33 ----- ----- ----- ----- ----- ----- ----- 1.33 15.58 0.64 76.12 1.33 1.32 ----- ----- ----- ----- ----- ----- ----- 1.32 15.60 0.64 76.12 1.32 1.32 ----- ----- ----- ----- ----- ----- ----- 1.32 15.62 0.63 76.11 1.31 1.31 ----- ----- ----- ----- ----- ----- ----- 1.31 15.63 0.63 76.10 1.30 1.30 ----- ----- ----- ----- ----- ----- ----- 1.30 15.65 0.63 76.09 1.30 1.30 ----- ----- ----- ----- ----- ----- ----- 1.30 15.67 0.62 76.08 1.30 1.29 ----- ----- ----- ----- ----- ----- ----- 1.29 15.68 0.62 76.08 1.30 1.28 ----- ----- ----- ----- ----- ----- ----- 1.28 15.70 0.62 76.07 1.30 1.27 ----- ----- ----- ----- ----- ----- ----- 1.27 15.72 0.61 76.06 1.30 1.26 ----- ----- ----- --- ----- ----- ----- 1.26 15.73 0.61 76.05 1.30 1.25 ----- ----- ----- ----- ----- ----- ----- 1.25 15.75 0.61 76.05 1.30 1.25 ----- ----- ----- ----- ----- ----- ----- 1.25 15.77 0.60 76.04 1.30 1.24 ----- ----- ----- ----- ----- ----- ----- 1.24 15.78 0.60 76.03 1.29 1.23 ----- ----- ----- ----- ----- ----- ----- 1.23 15.80 0.59 76.02 1.29 1.22 ----- ----- ----- ----- ----- ----- ----- 1.22 15.82 0.59 76.02 1.29 1.22 ----- ---- ----- ---- ----- ----- ----- 1.22 15.83 0.59 76.01 1.29 1.21 ----- ----- ----- ----- ----- ----- ----- 1.21 15.85 0.58 76.00 1.29 1.20 ----- ----- ----- ----- ----- ----- ----- 1.20 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Teaberry&emerald basin Hydrograph type = SCS Runoff Peak discharge = 17.53 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 9.09 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 16 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 410 Hydrograph Volume=76,896 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.02 9.16 12.03 10.09 12.05 11.08 12.07 12.12 12.08 13.17 12.10 14.19 12.12 15.12 12.13 15.94 12.15 16.62 12.17 17.11 12.18 17.40 12.20 17.53 << 12.22 17.51 12.23 17.38 12.25 17.15 12.27 16.87 12.28 16.55 12.30 16.18 12.32 15.78 12.33 15.33 12.35 14.86 12.37 14.35 12.38 13.80 12.40 13.23 12.42 12.64 12.43 12.02 12.45 11.39 12.47 10.77 12.48 10.16 12.50 9.57 12.52 9.02 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 9.11 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = basin to podunk Max. Elevation = 79.05 ft Max. Storage = 23,061 cuft Storage indication method used. Outflow hydrograph volume=75,599 cuft 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 12.27 16.87 78.41 5.09 2.56 2.47 ----- ----- ----- ----- ----- ----- 5.03 12.28 16.55 78.50 5.57 2.57 2.99 ----- ----- ----- ----- ----- ----- 5.56 12.30 16.18 78.59 6.15 2.54 3.61 ----- ----- ----- ----- ----- ----- 6.15 12.32 15.78 78.66 6.59 2.49 4.09 6.58 12.33 15.33 78.73 7.03 2.47 4.56 ----- ----- ----- ----- ----- ----- 7.03 12.35 14.86 78.80 7.48 2.47 5.01 ----- ----- ----- ----- ----- ----- 7.48 12.37 14.35 78.85 7.86 2.47 5.39 ----- ----- ----- ----- ----- ----- 7.86 12.38 13.80 78.90 8.18 2.47 5.71 ----- ----- ----- ----- ----- ----- 8.18 12.40 13.23 78.94 8.43 2.47 5.96 ----- ----- ----- ----- ----- ----- 8.43 12.42 12.64 78.98 8.64 2.47 6.18 ---- ----- ---- ---- ----- ----- 8.64 12.43 12.02 79.00 8.81 2.47 6.34 ---- ----- ----- ----- ----- ----- 8.81 12.45 11.39 79.02 8.93 2.47 6.46 ----- ----- ----- ----- ----- ----- 8.93 12.47 10.77 79.04 9.01 2.46 6.55 ----- ----- ----- ----- ----- ----- 9.01 12.48 10.16 79.05 9.07 2.46 6.61 ----- ----- ----- ----- ----- ----- 9.07 12.50 9.57 79.05 9.10 2.46 6.64 ----- ----- ----- ----- ----- ----- 9.10 12.52 9.02 79.05<< 9.11 2.46 6.65 ----- ----- ----- ----- ----- ----- 9.11 << 12.53 8.51 79.05 9.09 2.46 6.63 ----- ----- ----- ----- ----- ----- 9.09 12.55 8.04 79.05 9.06 2.46 6.60 ----- ----- ----- ----- ----- ----- 9.06 12.57 7.61 79.04 9.01 2.46 6.55 ----- ----- ----- ----- ----- ----- 9.01 12.58 7.21 79.03 8.95 2.47 6.48 ----- ----- ----- ----- ----- ----- 8.95 12.60 6.83 79.01 8.87 2.47 6.41 ----- ----- ----- ----- ----- ----- 8.87 12.62 6.48 79.00 8.79 2.47 6.32 ----- ---- ----- ----- ----- ----- 8.79 12.63 6.13 78.98 8.67 2.47 6.20 ----- ----- ----- ----- ----- ----- 8.67 12.65 5.81 78.96 8.54 2.47 6.07 ----- ----- ----- ----- ----- ----- 8.54 12.67 5.51 78.94 8.41 2.47 5.94 ----- ----- ----- ----- ----- ----- 8.41 12.68 5.23 78.91 8.27 2.47 5.80 ----- ----- ----- ----- ----- ----- 8.27 12.70 4.97 78.89 8.11 2.47 5.64 ----- ----- ----- ----- ----- ----- 8.11 12.72 4.74 78.86 7.94 2.47 5.47 ----- -- ----- ----- ---- ----- 7.94 12.73 4.52 78.84 7.77 2.47 5.30 ----- ----- ----- ----- ----- ----- 7.77 12.75 4.33 78.81 7.59 2.47 5.12 ----- ----- ----- ----- ----- ----- 7.59 12.77 4.15 78.79 7.41 2.47 4.94 ----- ----- ----- ----- ----- ----- 7.41 12.78 3.99 78.76 7.22 2.47 4.75 ----- ----- ----- ----- ----- ----- 7.22 12.80 3.84 78.74 7.03 2.47 4.56 ----- ----- ----- ----- ----- ----- 7.03 12.82 3.71 78.71 6.85 2.47 4.38 ----- ----- ----- ----- ----- ----- 6.85 12.83 3.59 78.69 6.70 2.48 4.22 ----- ----- ----- ----- ----- ----- 6.70 12.85 3.49 78.66 6.56 2.50 4.07 ----- ----- ----- ----- ----- ----- 6.56 12.87 3.40 78.64 6.43 2.51 3.92 ----- ----- ----- ----- ----- ----- 6.43 12.88 3.31 78.61 6.30 2.53 3.77 ----- ----- ----- ----- ----- ----- 6.30 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.90 3.24 78.59 6.16 2.54 3.61 ----- ----- ----- ----- ----- ----- 6.15 12.92 3.17 78.57 6.00 2.55 3.45 ----- ----- ----- ----- ----- ----- 5.99 12.93 3.11 78.54 5.84 2.55 3.28 ----- ----- ----- ----- ----- ----- 5.84 12.95 3.06 78.52 5.69 2.56 3.13 ----- ----- ---- ----- ----- ----- 5.69 12.97 3.01 78.50 5.55 2.57 2.98 ----- ----- ----- ----- ----- ----- 5.54 12.98 2.96 78.48 5.44 2.56 2.86 ----- ----- ----- ----- ----- ----- 5.42 13.00 2.91 78.46 5.34 2.56 2.75 ----- ----- ----- ----- ----- ----- 5.31 13.02 2.87 78.44 5.24 2.56 2.64 ----- ----- ----- ----- ----- ----- 5.20 13.03 2.82 78.43 5.15 2.56 2.54 ----- ----- ----- ----- ----- ----- 5.10 13.05 2.78 78.41 5.06 2.55 2.44 ----- ----- ----- ----- ----- ---- 4.99 13.07 2.73 78.39 4.95 2.55 2.33 ----- ----- ----- ----- ----- ----- 4.89 13.08 2.69 78.37 4.83 2.55 2.23 ----- ----- ----- ----- ----- ----- 4.78 13.10 2.65 78.36 4.71 2.55 2.12 ----- ----- ----- ----- ----- ----- 4.67 13.12 2.61 78.34 4.60 2.55 2.02 ----- ----- ----- ----- ----- ----- 4.57 ...End Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Teaberry&emerald basin Hydrograph type = SCS Runoff Peak discharge = 22.58 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 9.09 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 16 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 410 Hydrograph Volume=98,690 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.02 12.12 12.03 13.30 12.05 14.57 12.07 15.88 12.08 17.22 12.10 18.49 12.12 19.66 12.13 20.69 12.15 21.52 12.17 22.11 12.18 22.45 12.20 22.58<< 12.22 22.52 12.23 22.31 12.25 21.99 12.27 21.60 12.28 21.15 12.30 20.66 12.32 20.11 12.33 19.52 12.35 18.89 12.37 18.22 12.38 17.51 12.40 16.76 12.42 15.98 12.43 16.18 12.45 14.37 12.47 13.57 12.48 12.78 12.50 12.03 12.52 11.32 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 11.78 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = basin to podunk Max. Elevation = 79.67 ft Max. Storage = 28,554 cuft Storage Indication method used. Oufflow hydrograph volume=97,235 cult Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.20 22.58<< 78.64 6.45 2.51 3.93 ----- ----- ----- ----- ----- ----- 6.44 12.22 22.52 78.76 7.24 2.47 4.77 ----- ----- ----- ----- ----- ----- 7.24 12.23 22.31 78.88 8.06 2.47 5.59 ----- ----- ----- ----- ----- ----- 8.05 12.25 21.99 78.99 8.73 2.47 6.26 ----- ---- ---- ----- --- ----- 8.73 12.27 21.60 79.08 9.25 2.46 6.80 ----- ----- ----- ----- ----- ----- 9.25 12.28 21.15 79.16 9.64 2.45 7.19 ----- ----- ----- ----- ----- ----- 9.64 12.30 20.66 79.23 9.97 2.44 7.53 ----- ----- ----- ----- ----- ----- 9.97 12.32 20.11 79.30 10.29 2.43 7.86 ----- ----- ----- ----- ----- ----- 10.29 12.33 19.52 79.37 10.56 2.42 8.14 ----- ----- ----- ----- ----- ----- 10.56 12.35 18.89 79.42 10.81 2.41 8.40 ----- ----- ---- ---- ---- ---- 10.81 12.37 18.22 79.48 11.02 2.40 8.62 ----- ----- ---- ----- ----- ----- 11.02 12.38 17.51 79.52 11.20 2.40 8.81 ----- ----- ----- ----- ----- ----- 11.20 12.40 16.76 79.56 11.36 2.39 8.97 ----- ----- ----- ----- ----- ----- 11.36 12.42 15.98 79.59 11.49 2.39 9.10 ----- ----- ----- ----- ----- ----- 11.49 12.43 15.18 79.62 11.59 2.39 9.21 ----- ----- ----- ----- ----- ----- 11.59 12.45 14.37 79.64 11.67 2.38 9.29 ----- ----- ----- ----- ----- ---- 11.67 12.47 13.57 79.66 11.73 2.38 9.35 ----- ----- ----- ----- ----- ----- 11.73 12.48 12.78 79.67 11.77 2.38 9.39 ----- ----- ----- ----- ----- ----- 11.77 12.50 12.03 79.67 << 11.78 2.38 9.41 ----- ----- ----- ----- ----- ----- 11.78 << 12.52 11.32 79.67 11.78 2.38 9.40 ----- ----- ----- ----- ----- ----- 11.78 12.53 10.68 79.67 11.76 2.38 9.38 ----- ----- ----- ----- ----- ----- 11.76 12.55 10.09 79.66 11.73 2.38 9.35 ----- ----- ---- ----- ----- ----- 11.73 12.57 9.54 79.64 11.68 2.38 9.30 ----- ----- ----- ----- ----- ----- 11.68 12.58 9.03 79.63 11.62 2.38 9.23 ----- ----- ----- ----- ----- ----- 11.62 12.60 8.56 79.61 11.55 2.39 9.16 ----- ----- ----- ----- ----- ----- 11.55 12.62 8.10 79.59 11.47 2.39 9.08 ----- ----- ----- ----- ----- ----- 11.47 12.63 7.67 79.56 11.37 2.39 8.98 ----- ----- ----- ----- ----- ----- 11.37 12.65 7.26 79.54 11.27 2.40 8.87 ---- ----- ---- ----- ----- ----- 11.27 12.67 6.88 79.51 11.16 2.40 8.76 ----- ----- ----- ----- ----- ----- 11.16 12.68 6.53 79.48 11.04 2.40 8.64 ----- ----- ----- ----- ----- ----- 11.04 12.70 6.21 79.45 10.91 2.41 8.50 ----- ----- ----- ----- ----- ----- 10.91 12.72 5.91 79.42 10.78 2.41 8.37 ----- ----- ----- ----- ----- ----- 10.78 12.73 5.64 79.38 10.64 2.42 8.22 ----- ----- ----- ----- ----- ----- 10.64 12.75 5.40 79.35 10.49 2.42 8.07 ---- ----- ----- ----- ----- --- 10.49 12.77 5.17 79.32 10.34 2.43 7.91 ----- ----- ----- ----- ----- ----- 10.34 12.78 4.97 79.28 10.18 2.43 7.75 ----- ----- ----- ----- ----- ----- 10.18 12.80 4.79 79.24 10.02 2.44 7.58 ----- ----- ----- ----- ----- ----- 10.02 12.82 4.62 79.21 9.86 2.44 7.41 ----- ----- ----- ----- ----- ----- 9.86 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ 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 12.83 4.48 79.17 9.70 2.45 7.25 ----- ----- ----- ----- ----- ----- 9.70 12.85 4.34 79.14 9.55 2.45 7.10 ----- ----- ----- ----- ----- ----- 9.55 12.87 4.23 79.10 9.40 2.45 6.94 ----- ----- ----- ----- ----- ----- 9.40 12.88 4.12 79.07 9.20 2.46 6.74 ----- ---- ----- ----- ---- ----- 9.20 12.90 4.03 79.03 9.00 2.46 6.53 ----- ----- ----- ----- ----- ----- 9.00 12.92 3.94 79.00 8.80 2.47 6.33 ----- ----- ----- ----- ----- ----- 8.80 12.93 3.87 78.96 8.57 2.47 6.10 ----- ----- ----- ----- ----- ----- 8.57 12.95 3.80 78.93 8.35 2.47 5.88 ----- ----- ----- ----- ----- ----- 8.35 12.97 3.74 78.89 8.13 2.47 5.66 ----- ----- ----- ----- ----- ----- 8.13 12.98 3.68 78.86 7.90 2.47 5.43 ----- ----- ----- ----- ---- ----- 7.90 13.00 3.62 78.82 7.67 2.47 5.20 ----- ----- ----- ----- ----- ----- 7.67 13.02 3.56 78.79 7.46 2.47 4.99 ----- ----- ----- ----- ----- ----- 7.46 13.03 3.51 78.76 7.24 2.47 4.77 ----- ----- ----- ----- ----- ----- 7.24 13.05 3.45 78.73 7.02 2.47 4.55 ----- ----- ----- ----- ----- ----- 7.02 13.07 3.40 78.71 6.82 2.47 4.35 ----- ----- ----- ----- ----- ----- 6.82 13.08 3.34 78.68 6.66 2.48 4.18 ----- ----- ----- ---- ----- ---- 6.66 13.10 3.29 78.65 6.52 2.50 4.02 ----- ----- ----- ----- ----- ----- 6.52 13.12 3.24 78.63 6.39 2.52 3.87 ----- ----- ----- ----- ----- ----- 6.38 13.13 3.19 78.60 6.25 2.54 3.71 ----- ----- ----- ----- ----- ----- 6.25 13.15 3.14 78.58 6.09 2.54 3.54 ----- ----- ----- ----- ----- ----- 6.09 13.17 3.10 78.56 5.93 2.55 3.37 ----- ----- ----- ----- ----- ----- 5.92 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Teaberry&emerald basin Hydrograph type = SCS Runoff Peak discharge = 27.08 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 9.09 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 16 min Total precip. = 6.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 410 Hydrograph Volume=118,394 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.02 14.81 12.03 16.21 12.05 17.71 12.07 19.28 12.08 20.85 12.10 22.36 12.12 23.74 12.13 24.94 12.15 25.91 12.17 26.58 12.18 26.96 12.20 27.08 << 12.22 26.99 12.23 26.71 12.25 26.31 12.27 25.81 12.28 25.26 12.30 24.64 12.32 23.97 12.33 23.25 12.35 22.47 12.37 21.65 12.38 20.79 12.40 19.89 12.42 18.95 12.43 17.99 12.45 17.01 12.47 16.04 12.48 15.10 12.50 14.20 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 13.74 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = basin to podunk Max. Elevation = 80.25 ft Max. Storage = 34,060 cuft Storage Indication method used. Outflow hydrograph volume=116,802 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.15 25.91 78.74 7.09 2.47 4.62 ----- ----- ----- ----- ----- ----- 7.09 12.17 26.58 78.89 8.13 2.47 5.66 ----- ----- ----- ----- ----- ----- 8.13 12.18 26.96 79.03 8.97 2.46 6.51 ----- ----- ----- ----- ----- ----- 8.97 12.20 27.08<< 79.15 9.60 2.45 7.15 ----- --- ---- ---- ---- ----- 9.60 12.22 26.99 79.27 10.12 2.44 7.69 ----- ----- ----- ----- ----- ----- 10.12 12.23 26.71 79.38 10.61 2.42 8.19 ----- ----- ----- ----- ----- ----- 10.61 12.25 26.31 79.48 11.05 2.40 8.65 ----- ----- ----- ----- ----- ----- 11.05 12.27 25.81 79.58 11.45 2.39 9.06 ----- ----- ----- ----- ----- ----- 11.45 12.28 25.26 79.68 11.81 2.38 9.43 ----- ----- ----- ----- ----- ----- 11.81 12.30 24.64 79.77 12.13 2.37 9.76 ----- ---- ----- ----- ----- ----- 12.13 12.32 23.97 79.85 12.41 2.36 10.06 ----- ----- ----- ----- ----- ----- 12.41 12.33 23.25 79.92 12.67 2.35 10.32 ----- ----- ----- ----- ----- ----- 12.67 12.35 22.47 79.99 12.90 2.34 10.56 ----- ----- ----- ----- ----- ----- 12.90 12.37 21.65 80.04 13.08 2.34 10.74 ----- ----- ----- ----- ----- ----- 13.08 12.38 20.79 80.09 13.23 2.33 10.90 ----- ----- ----- ----- ----- ----- 13.23 12.40 19.89 80.13 13.36 2.33 11.04 ---- ----- ----- ----- --- ----- 13.36 12.42 18.95 80.17 13.47 2.32 11.15 ----- ----- ----- ----- ----- ----- 13.47 12.43 17.99 80.20 13.56 2.32 11.24 ----- ----- ----- ----- ----- ----- 13.56 12.45 17.01 80.22 13.63 2.32 11.32 ----- ----- ----- ----- ----- ----- 13.63 12.47 16.04 80.24 13.69 2.32 11.37 ----- ----- ----- ----- ----- ----- 13.69 12.48 15.10 80.25 13.72 2.31 11.40 ----- ----- ----- ----- ----- ----- 13.72 12.50 14.20 80.25 13.74 2.31 11.42 ----- ----- ----- ----- ----- ----- 13.74 12.52 13.36 80.25 13.74 2.31 11.42 ----- ----- ----- ----- ----- ----- 13.74<< 12.53 12.59 80.25 13.72 2.31 11.41 ----- ----- ----- ----- ----- ----- 13.72 12.55 11.89 80.24 13.70 2.32 11.38 ----- ----- ----- ----- ----- ----- 13.70 12.57 11.24 80.23 13.66 2.32 11.34 ----- ----- ----- ----- ----- ----- 13.66 12.58 10.64 80.21 13.61 2.32 11.29 ----- ----- ----- ----- ----- ----- 13.61 12.60 10.07 80.19 13.55 2.32 11.23 ----- ----- ----- ----- ----- ----- 13.55 12.62 9.54 80.17 13.48 2.32 11.16 ----- ----- ----- ----- ----- ----- 13.48 12.63 9.03 80.15 13.41 2.32 11.08 ----- ----- ----- ----- ----- ----- 13.41 12.65 8.54 80.12 13.32 2.33 10.99 ----- ----- ----- ----- ----- ----- 13.32 12.67 8.09 80.09 13.23 2.33 10.90 ----- ----- ----- ----- ----- ----- 13.23 12.68 7.68 80.06 13.13 2.33 10.80 ----- ----- ----- ----- ----- ----- 13.13 12.70 7.30 80.03 13.02 2.34 10.69 ----- ----- --- ----- ----- ----- 13.02 12.72 6.95 79.99 12.91 2.34 10.57 ----- ----- ----- ----- ----- ----- 12.91 12.73 6.63 79.95 12.77 2.35 10.43 ----- ----- ----- ----- ----- ----- 12.77 12.75 6.34 79.91 12.63 2.35 10.28 ----- ----- ----- ----- ----- ----- 12.63 12.77 6.07 79.87 12.48 2.36 10.13 ----- ----- ----- ----- ----- ----- 12.48 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 12.78 5.83 79.82 12.33 2.36 9.97 ----- ----- ----- ----- ----- ----- 12.33 12.80 5.62 79.78 12.17 2.37 9.81 ----- ----- ----- ----- ----- ----- 12.17 12.82 5.42 79.73 12.01 2.37 9.64 ----- ----- ----- ----- ----- ----- 12.01 12.83 5.25 79.69 11.85 2.38 9.47 ----- ---- __- ---- ----- ----- 11.85 12.85 5.10 79.65 11.68 2.38 9.30 ----- ----- ----- ----- ----- ----- 11.68 12.87 4.96 79.60 11.52 2.39 9.13 ----- ----- ----- ----- ----- ----- 11.52 12.88 4.83 79.56 11.34 2.39 8.95 ----- ----- ----- ----- ----- ----- 11.34 12.90 4.72 79.51 11.17 2.40 8.77 ----- ----- ----- ----- ----- ----- 11.17 12.92 4.63 79.47 11.00 2.41 8.59 ----- ----- ----- ----- ----- ----- 11.00 12.93 4.54 79.43 10.82 2.41 8.41 ----- --- ---- ----- ----- ----- 10.82 12.95 4.46 79.39 10.64 2.42 8.23 ----- ----- ----- ----- ----- ----- 10.64 12.97 4.38 79.34 10.46 2.42 8.04 ----- ----- ----- ----- ----- ----- 10.46 12.98 4.31 79.30 10.29 2.43 7.86 ----- ----- ----- ----- ----- ----- 10.29 13.00 4.24 79.26 10.10 2.44 7.67 ----- ----- ----- ----- ----- ----- 10.10 13.02 4.18 79.22 9.92 2.44 7.48 ----- ----- ----- ----- ----- ----- 9.92 13.03 4.11 79.19 9.75 2.45 7.30 ----- ----- ----- ----- ----- ----- 9.75 13.05 4.04 79.15 9.59 2.45 7.14 ----- ----- ----- ----- ----- ----- 9.59 13.07 3.98 79.11 9.43 2.45 6.97 ----- ----- ----- ----- ----- ----- 9.43 13.08 3.91 79.07 9.23 2.46 6.77 ----- ----- ----- ----- ----- ----- 9.23 13.10 3.85 79.04 9.02 2.46 6.55 ----- ----- ----- ----- ----- ----- 9.02 13.12 3.79 79.00 8.81 2.47 6.34 ----- ----- ----- ----- ----- ----- 8.81 13.13 3.74 78.97 8.58 2.47 6.11 ----- ----- --- ----- ----- ----- 8.58 13.15 3.68 78.93 8.35 2.47 5.88 ----- ----- ----- ----- ----- ----- 8.35 13.17 3.63 78.89 8.12 2.47 5.66 ----- ----- ----- ----- ----- ----- 8.12 13.18 3.58 78.86 7.89 2.47 5.42 ----- ----- ----- ----- ----- ----- 7.89 13.20 3.54 78.82 7.66 2.47 5.19 ----- ----- ----- ----- ----- ----- 7.66 13.22 3.49 78.79 7.44 2.47 4.97 ----- ----- ----- ----- ----- ----- 7.44 13.23 3.45 78.76 7.21 2.47 4.74 ----- ----- ----- ----- ----- ----- 7.21 13.25 3.42 78.73 7.00 2.47 4.53 ----- ----- ----- ----- ----- ----- 7.00 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 Teaberry&emerald basin Hydrograph type = SCS Runoff Peak discharge = 31.65 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 9.09 ac Curve number = 77 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 16 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 410 Hydrograph Volume=138,549 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.00 16.07 12.02 17.54 12.03 19.17 12.05 20.92 12.07 22.73 12.08 24.56 12.10 26.30 12.12 27.89 12.13 29.26 12.15 30.36 12.17 31.12 12.18 31.54 12.20 31.65<< 12.22 31.51 12.23 31.16 12.25 30.67 12.27 30.07 12.28 29.40 12.30 28.66 12.32 27.86 12.33 27.00 12.35 26.09 12.37 25.12 12.38 24.10 12.40 23.04 12.42 21.93 12.43 20.80 12.45 19.66 12.47 18.53 12.48 17.43 12.50 16.38 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Hydrograph type = Reservoir Peak discharge = 14.79 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = basin to podunk Max. Elevation = 80.88 ft Max. Storage = 40,489 cuft Storage Indication method used. Outflow hydrograph volume=136,823 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D ExfiI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.12 27.89 78.91 8.25 2.47 5.78 ----- ----- ----- ----- ----- ----- 8.25 12.13 29.26 79.06 9.14 2.46 6.67 ----- ----- ----- ----- ----- ----- 9.14 12.15 30.36 79.20 9.80 2.45 7.35 ----- ----- ----- ----- ----- ----- 9.80 12.17 31.12 79.34 10.43 2.43 8.00 ----- ----- ----- ----- -- ----- 10.43 12.18 31.54 79.47 11.02 2.40 8.61 ----- ----- ----- ----- ----- ----- 11.02 12.20 31.65 << 79.61 11.56 2.39 9.17 ----- ----- ----- ----- ----- ----- 11.56 12.22 31.51 79.75 12.05 2.37 9.68 ----- ----- ----- ----- ----- ----- 12.05 12.23 31.16 79.87 12.51 2.35 10.15 ----- ----- ----- ----- ----- ----- 12.51 12.25 30.67 80.00 12.92 2.34 10.58 ----- ----- ----- ----- ----- ----- 12.92 12.27 30.07 80.10 13.25 2.33 10.92 ----- ----- ----- ----- ----- ----- 13.25 12.28 29.40 80.19 13.56 2.32 11.24 ----- ----- ----- ----- ----- ----- 13.55 12.30 28.66 80.28 13.83 2.31 11.52 ----- ----- ----- ----- ----- ----- 13.83 12.32 27.86 80.37 14.02 2.32 11.70 ----- ----- ----- ----- ----- ----- 14.02 12.33 27.00 80.45 14.15 2.33 11.82 ----- ----- ----- ----- ----- ----- 14.15 12.35 26.09 80.52 14.26 2.35 11.91 ----- ----- ----- ----- ----- ----- 14.26 12.37 25.12 80.58 14.36 2.37 11.99 ----- ----- ----- ----- ----- ----- 14.36 12.38 24.10 80.64 14.44 2.38 12.06 ----- ----- ----- ----- ----- ----- 14.44 12.40 23.04 80.70 14.52 2.40 12.13 ----- ----- ----- ----- ----- ----- 14.52 12.42 21.93 80.74 14.59 2.41 12.18 ----- ----- ----- ----- ----- ----- 14.59 12.43 20.80 80.78 14.65 2.42 12.23 ----- ----- ----- ----- ----- ----- 14.65 12.45 19.66 80.81 14.70 2.42 12.27 ----- ----- ----- ----- ----- ----- 14.69 12.47 18.53 80.84 14.73 2.43 12.30 ---- ----- ---- ----- ----- ---- 14.73 12.48 17.43 80.86 14.76 2.43 12.32 ----- ----- ----- ----- ----- ----- 14.76 12.50 16.38 80.87 14.78 2.44 12.34 ----- ----- ----- ----- ----- ----- 14.78 12.52 15.41 80.88 14.79 2.44 12.35 ----- ----- ----- ----- ----- ----- 14.79 12.53 14.51 80.88 14.79 2.44 12.35 ----- ----- ----- ----- ----- ----- 14.79 << 12.55 13.70 80.87 14.78 2.44 12.34 ----- ----- ----- ----- ----- ----- 14.78 12.57 12.95 80.87 14.77 2.44 12.33 ----- ----- ----- ----- ---- ----- 14.77 12.58 12.25 80.85 14.75 2.43 12.32 ----- ----- ----- ----- ----- ----- 14.75 12.60 11.60 80.84 14.73 2.43 12.30 ----- ----- ----- ----- ----- ----- 14.73 12.62 10.98 80.82 14.70 2.42 12.27 ----- ----- ----- ----- ----- ----- 14.70 12.63 10.38 80.79 14.67 2.42 12.25 ----- ----- ----- ----- ----- ----- 14.67 12.65 9.83 80.77 14.63 2.41 12.21 ----- ----- ----- ----- ----- ----- 14.63 12.67 9.31 80.74 14.58 2.41 12.18 ---- ----- ----- ----- ---- ----- 14.58 12.68 8.83 80.71 14.54 2.40 12.14 ----- ----- ----- ----- ----- ----- 14.54 12.70 8.39 80.67 14.49 2.39 12.10 ----- ----- ----- ----- ----- ----- 14.49 12.72 7.99 80.63 14.43 2.38 12.05 ----- ----- ----- ----- ----- ----- 14.43 12.73 7.62 80.60 14.38 2.37 12.00 ----- ----- ----- ----- ----- ----- 14.38 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.75 7.28 80.56 14.32 2.36 11.95 ----- ----- ----- ----- ----- ----- 14.32 12.77 6.98 80.51 14.25 2.35 11.90 ----- ----- ----- ----- ----- ----- 14.25 12.78 6.70 80.47 14.19 2.34 11.85 ----- ----- ----- ----- ----- ----- 14.19 12.80 6.45 80.43 14.12 2.33 11.79 ----- ----- ----- ----- ---- ----- 14.12 12.82 6.23 80.38 14.04 2.32 11.72 ----- ----- ----- ----- ---- ----- 14.04 12.83 6.03 80.34 13.95 2.31 11.64 ----- ----- ----- ----- ----- ----- 13.95 12.85 5.85 80.29 13.85 2.31 11.54 ----- ----- ----- ----- ----- ----- 13.85 12.87 5.69 80.24 13.70 2.31 11.39 ----- ----- ----- ----- ----- ----- 13.70 12.88 5.55 80.20 13.56 2.32 11.24 ----- ----- ----- ----- ----- ----- 13.56 12.90 5.42 80.15 13.41 2.32 11.09 ----- ----- ----- ----- --- ----- 13.41 12.92 5.31 80.10 13.27 2.33 10.94 ----- ----- ----- ----- ----- ----- 13.27 12.93 5.20 80.06 13.11 2.33 10.78 ----- ----- ----- ----- ----- ----- 13.11 12.95 5.11 80.01 12.96 2.34 10.63 ----- ----- ----- ----- ----- ----- 12.96 12.97 5.02 79.96 12.79 2.34 10.45 ----- ----- ----- ----- ----- ----- 12.79 12.98 4.94 79.91 12.62 2.35 10.27 ----- ----- ----- ----- ----- ----- 12.62 13.00 4.86 79.85 12.44 2.36 10.08 ----- ---- ----- ----- ---- ----- 12.44 13.02 4.79 79.80 12.26 2.36 9.90 ----- ----- ----- ----- ----- ----- 12.26 13.03 4.71 79.75 12.08 2.37 9.71 ----- ----- ----- ----- ----- ----- 12.08 13.05 4.63 79.70 11.90 2.37 9.53 ----- ----- ----- ----- ----- ----- 11.90 13.07 4.56 79.66 11.72 2.38 9.34 ----- ----- ----- ----- ----- ----- 11.72 13.08 4.49 79.61 11.54 2.39 9.15 ----- ----- ----- ----- ----- ----- 11.54 13.10 4.42 79.56 11.36 2.39 8.96 ---- ----- ----- ----- ----_ __ -- 11.36 13.12 4.35 79.51 11.17 2.40 8.77 ----- ---- ----- ----- ----- ----- 11.17 13.13 4.28 79.47 10.99 2.41 8.58 ----- ----- ----- ----- ----- ----- 10.99 13.15 4.22 79.42 10.80 2.41 8.39 ----- ----- ----- ----- ----- ----- 10.80 13.17 4.16 79.38 10.62 2.42 8.20 ----- ----- ----- ----- ----- ----- 10.62 13.18 4.10 79.34 10.43 2.43 8.00 ----- ----- ----- ----- ----- ----- 10.43 13.20 4.05 79.29 10.24 2.43 7.81 ----- ----- ----- ----- ---- ---- 10.24 13.22 4.00 79.25 10.05 2.44 7.62 ----- ----- ----- ----- ----- ----- 10.05 13.23 3.96 79.21 9.87 2.44 7.42 ----- ----- ----- ----- ----- ----- 9.87 13.25 3.91 79.17 9.69 2.45 7.25 ----- ----- ----- ----- ----- ----- 9.69 13.27 3.87 79.13 9.53 2.45 7.08 ----- ----- ----- ----- ----- ----- 9.53 13.28 3.84 79.10 9.36 2.46 6.90 ----- ----- ----- ----- ----- ----- 9.36 13.30 3.80 79.06 9.14 2.46 6.68 ----- ---- ----- ----- ----- ----- 9.14 13.32 3.77 79.02 8.93 2.47 6.46 ----- ----- ----- ----- ----- ----- 8.93 13.33 3.74 78.99 8.71 2.47 6.24 ----- ----- ----- ----- ----- ----- 8.71 13.35 3.71 78.95 8.48 2.47 6.01 ----- ----- ----- ----- ----- ----- 8.48 13.37 3.68 78.91 8.25 2.47 5.79 ----- ----- ----- ----- ----- ----- 8.25 13.38 3.66 78.88 8.02 2.47 5.55 ----- ----- ----- ----- ----- ----- 8.02 13.40 3.63 78.84 7.79 2.47 5.32 ----- ----- ----- ----- ----- ----- 7.79 13.42 3.61 78.81 7.57 2.47 5.10 ----- ----- ----- ----- ----- ----- 7.57 ...End APPENDIX F . _.- --- , ..._ 9 NO-7 - , a _ r RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope To Intensity a STRUCTURE acres change c(s C 8 . 10 P�?'VEYY16JT l .20 21 ► 09 ZW' Po\r-mwr 1% C Z 0`� ,90 lob zo -75 (J 4'A I3 1-7 7 2 . 00' Pft\I6m0Jf I % �-- 13 41 , 9S ►a ,9b . OZ •Zo Ito _ Z. ,o Ce Ib ,90' 45 ' PPN8�neQi 0 -70 L Z6 IS� 0 �Tn i60 ce v-� � 90 • 02 2,a 0 0' PA�t�m (10 ► '�5 ,Coo Co 5, � 1. S 0..34 � olHl�ngin��n phnn►n �un�yoN qU '� peplan Project:6y)&-ht,D�.$,Proj,No.: 1930 rofefslonals, (nq t, Ca1c.by:-1 Date: o o. C6•kd by: Date: _ (860)29-8 66-oulh PAX:Acid.. 767South metl dplcJV1108ol com I OF RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope , To Intensity Q STRUCTURE facresl change cfs G6 Os PAVGrn S (o.Z 3 Z_ 0 •Co YD I � 5 ' -7 �/, � 3 , 814 y� 2 . o Zo 30/ LOWN 1401. 1 • ` toS /, , oIAI ing fill • phnnm•• wylyori • qh .9esl n Project: �I C na 6j4Fo Proj.No.:&L0 rofelsionais, inc, Ca1c•by: KMli Date: Chkd by: Date: 188 South Salelllle Aoad,South Windsor CT 06074 (060)291.8766•PAX:291.8767•••mall;dpl0IV110aol•com 0-F RATIONAL T O ME H D BASIN or AREA' I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE (acres) change cfs CP I ,63 ,9b m v�rusC p. 0 2 ,20 LAv00 7YP, o s 62- .031 gU° ?A VEQ 6, Cg2 ro3 ►qo . 15 �20 d ►32 ,05 w' AWED "/a 5 !,, 2 0.3(, C , i3 ,90 08 ,20 C3 .05 9a • .0� ►20 • I' 152, 057 130" PAV6D, '7°% . 5 (o.2. d, a5 . C 6 ,05 ,90 r 15 , g 3 o to 5 q 5, 0 0,32 Ce) (a .035 '90 .o I .ZO o S ,03 4 95 , P"eED VA S �.2 O. 2-1 N64 snginsers • planners wrysms q1s esign Project; Eli Proj,No,; rofesslonals, Inc. :, Calc.by; Km k Date; Cbkd by; Date; i 165 South Satellite Road South Windsor CT 06074 O (660)291.8755•FAX!291•8767•e•mall;dplclvllaaol.com � q�2o �os R2VisIoM RATIONAL. METHOD . BASIN or AREA' I Description Al Length Description Elevation Slope Tc Intensity 0 STRUCTURE acres change cfs C 6- .o-7 mkP-m►4vs TI , ' LAwJ 2041 S ►4 r20 N NP. 130' PAvED , Z1 A3 .09 �2 C6$ 0 ,2.0 . .r C0 . 9 - TSI L-PwIJ 2°�a 0 5 120 ,04k : 5,10 013 ci�ID •,0 1 f 2.fl 4 -7 2- �. C6 11 r a 5�)� 0, 34 .,r CB 2 ,0 ' '90 02., I i Rp$ J12 rOS6 120" PAveD G, 2 6,3(o , N ow engineers planners survsyors • 91s A"e§lgn ProjectT6AtEMY Est-AT"ES Proj.No,; Ig30 Vessionais, Inc!, Calc.by; wnl Date; jLjosCbkd by: Date: 9 20 OS i' 165 South 881811110 Road,South Windsor CT 06074 i4 Q F (860)291.6755•FAX:291.6767-e.mall:dploIYII®ao1.com "T __7 " RATIONAL METHOD BASIN or AREA' I Description Al Length Description Elevation Slope Tc Intensity 0 STRUCTURE acres change cfs 01� C6 13 01 n I(AP661wS 7F/ '4o LAIW► 2 g ► 12 20 7v P, ISO, P PN E b � C614 OSo . ,9D oe 40S6 . 0s6 150" PP e:b ova 5 2 0�3 w. CP, S 1 . 114 ,90 s0 Zo/ g t 2.a • 2-0 1I Gb V o�ti 3' 1 II 9 s,o s 1 i3 ,2C) t2s ' PA,Zt) Z0A 2p 95 09 (0 5�b 0.50. LAw 10 Z,"A g + ► R r o�h I S .20 P A-Ve* iq 3s 10WO, S 10 01.33 C618 1 105 190 SO) PA-Veb t2 .CqZ r , 55 1 ,055 .5 -L 2 0,3 mull►nglnsera - punnet surwyofs • qh esign Project:"" ERA E5T Vsr"' Proj,No,: J93a rofessionals, Inc. Calc.by: k1111 Dat o Cbkd by: Date: i 165 South Satelllle Road South Windsor CT 06074 (660)291.0755•FAX;201•6757-e•mall;dp(clvll0aol.com 6 F RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE acres change cts ti D I ,a 2 ,� rni�R�rli 2v' t-1W t,) 12 2.0 L ftW T`l P. Lam' VJ'Q 2 1 , 30 r 4Z I '�•I 0,1 2. fo 2(,; 20 ► 5' IAw nJ 2,5° 13 0, 5 • �r 8K 1 D 3 'Ob 190 ;35 2U -4 , 32 %/ L � . : 2•/6 io 4,1 o: to NP3A ,04 a ,2o 07 150 , LAWN 2e% I .0,23 q- `I U5 JE5 0 2- #,41 '02.6 3U' LAW 2.4/0 5, a 1-4 YD o 6 .20 I �S� L tJ °% I I A Is M0,11 engineers plsnnen 'surveyors 913 ESlgl1 Project:l�-t.A KY ? - Proj,No,: 19 0 COfE?SS1011als, Inc, Calc.by: Kml Date; 20 oSCbkd by: Date; i 165 South Sateillle Road South Windsor,CT 06074 r„ F' (660)291.6766•FAX:291•8767-e•mall:dplcivll0aol,com v� RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE aches __Change cfs Y D 5 v 1W YP 20 ,zo L,. w►J TvP.) 32- •4 146 110' Lpswt-� ►,S°% 14 1 4. 1 0. 601 Yt)& i 90 o ,2,0 4b , 445 ,► F, LAv,3 0 1-3 4,3 7 f .r Y.D 2S , 20 3a 2 ,09� 9oo ' LfttJ 2%, ►3 �+ 3 0, 4 +1 RL f,04f4 A 3 I .20 so . 17 ,235 2Xo 4AWQ 0.89 SUM SrRua' R6S It 6ASJn1 =8. 33 zeg, SQ6,D IV., &AS i NS N i t& � e�ft -(0.S4 Q + 5 N IT 6--712) �t.2i = . cIAI anginaers planners surveyors qis A0 Project; re"c-2R�Y T . Proj.No•, 1930 rofessionals, Inc, Calc.by;_KrAI Date;-t/2 &iChkd by; Date; 165 South Satellite Road,South Windsor C?06074 (860)291.6755 FAX;291.8757 ermell;dpiclvll®aol.com —7 vF APPENDIX G PROJECT ES77)1"Ms-s Fb STORK SEWER DESIGN Sheet I of 3 esRAtb - u / N lthout gutter flow analysts GlZ S 8b V S a secs lonners surveyors LOCATION L � clvU engineers p Yo C H WA esign (203) 291-8755 DESIGN STORM DATE o ofessionals, Inc. - DESIGED BY CHECKED BY 1170 eAln9ton rood. south winds". ct 06074 enIDA .u, o - o a p o 0 0 o A , q o o Q o 0 o in - A m c7 wild ul pDeH _ — o AlIODdD� Mol j :t I cn d a= `9 to wnugxDyf a� to 4 r � ( .s.d.j) �i �C}laoWA K, if, to N � to - a ado oN ag $ � dg o Ao � � � oaoin o !� O oar ed o Bug 0 = N - !d � 4} l _ �. cal ed�(1 puo h- - U1 v> cJ in N Cln ' �1 V� ut vzlS *Id A - �- - - - N - .s.�.O •b� a1 m �inn N O Uf c1 c walaxe u! MOI j O O �1 0 — �➢ O Oo (!) Allsue}ul o toto - IID}uIDU Co tri lA to Q' 4 m ,�Q- 0 m o= oo cn ul N OV O }uDION9oO kkoiV }found r a-T-Y IaQd IlU 4r- se-md Ul - (V) o9Jy m- ► N o 0 0 , r (-u!w) ewu o p N `r '� � .m petDlnwnooV 9 _ m - m �` _�= _ - - 04w) c� rt .� r .Sl O t(� (-ujtu) a � m - F tn �o e � ifl _ v- �J m _ cam _ _ � a - �o m - - o '8'3 o} '8'3 cm cm c1 _ ce CO � � � CD v m� � cc v v t L 30 •— , t U � V cn e- W �' U '� O m t t m V 'D}S O; 'D}S Ut -9 co r — — .9 — — u1 0- 0 Q- r — q A to 4 W wB9 9 ' — p cfl T. L1 m d} q � 'Ili, � Ll d1 } S did coU � Co) % U U v T U -X: U U ? U T m " IM,13; I LOCATION cM engineers planners surveyors DESIGE DESIGN STORM motA wnuipwyl 911 111s1l '�III ' I III �1 11��1 11�� IC'iIl'�lil 0 11� �C 111�� CI jjOUnH 0���11� li�lll 11 1 11 - - IIII DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects Transmitted via certified mail December 14, 2004 Dear Current Abutting Property Owner, Re: Application of JMJ Construction Co. Emerald Green& Teaberry Estates Ellington Road/Route 30 South Windsor, Connecticut DPI Project No. 1930 In accordance with regulations of the Inland Wetlands Agency and 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 Inland Wetlands Agency and Planning& Zoning Commission. The applications 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 Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 252 or 229, respectively. Thank you. Sincerely, DESIGN OFESSIONALS, INC. By: , Peter R. hekalfie President 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755.Fax:(860)291-8757 Email:dpicivil@aol.com DESIGN PROFESSIONALS, INC. civil engineers ♦planners ♦ surveyors gis ♦ gps ♦ landscape architects Direct Abutters JMJ Construction Co., Inc. Ellington Road/Route 30 DPI Project No. 1930 Aian Lot No. Property Owner Mailina Address 35 5 Town of South Windsor 1540 Sullivan Ave 35 6&7 The Unity Church of Hartford 730 Farmington Ave. West Hartford, CT 06119 35 8 Eric R &Rachelle Clark 909 Ellin on Road 35 11 Timothy M. Friend 887 Ellington Road 35 12 Roger H. &Donna S. Anderson 871 Ellington Road 35 19 Stephen&Paula Looby 59 Quany Brook Road 35 20 Alan M. & Teresa A. Platteis 71 Quany Brook Road 35 21 Michael C. & Seidel Strout 79Quarry Brook Road 35 22 Michael& Virginia Schobin er 89 Quarry Brook Road 35 23 Michael A. &Rosemary Broad '99 Quarry Brook Road 35 24 Albert K. Bement 109 Quany Brook Road 35 25 Bruce A. &Janet B. Miller 119 Quarry Brook Road 35 26 Robert A. & Joyce A. Burns 129 Quarty Brook Road 35 27 Robert G. &Karen M. Stoker 139 Quany Brook Road 35 28 David J. Schell 149 Quarry Brook Road 35 29 David P. &Merridy Bilodeau 159 Quany Brook Road 35 30 Karmela Malone 169 Quarry Brook Road 35 31 William S. &Kathryn L. Perkins 179 Quarry Brook Road 35 32 Benhamin&Debra Carlson 187 Quarry Brook Road 165 South Satellite Road, South Windsor,Connecticut 06074 Tel:(860)291-8755 •Fax: (860)291-8757 Email: dpicivd@aol.com VOL. 17 9 2 PAGE 3_1 4 SEWER LINE EASEMENT C?5 PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that It, J.M.J. CONSTRUCTION COMPANY, INC., a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut, for the consideration of ONE DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to its full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said Town of South Windsor, its successors and assigns the right , privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove a sewer line thereto, in, through, upon and over certain piece(s) of land as described in Exhibit"A". Together with the right, privilege, and authority to trespass, for the purpose of constructing, maintaining and repairing of said sewers, an additional ten (10) feet outside of, and on either side of, the permanent Easement described in Exhibit A, which right to trespass shall terminate upon formal acceptance of the sanitary sewers by the TOWN OF SOUTH WINDSOR; and be reasserted only on the occasion and for the duration of subsequent maintenance or repair by the TOWN OF SOUTH WINDSOR. Within said parcel(s) described in Exhibit A, the Grantee, its successors assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the construction , maintenance or repair of sewer line, and to excavate and fill. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights—of--way which may endanger or interfere with the said sewer line. The Grantor herein for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easements of the right-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which this/these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon, the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way areas. C©NVEYANCIE�',X E IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII STATE$ l^C^1_S No. Doe ID. 000440070003 Type. LAN t� ' Book 1792 Page 314 - 316 ,/t ckoIL � ; µ File# 654 ...777""' l W IREALIJiL/J-SewerLineh,asenzent.aoc TOWN CLERK OF SUU i H WINDSOR 3 ! VIOL. 1 7 9 2 'AGE 3 EXHIBIT A SEWER EASEMENT—CHURCH WAY A certain piece or parcel of land situated on the easterly side of Ellington Road a/k/a Comnecticut Rte. 30 in the Town of South Windsor, County of Hartford and State of Connecticut known and designated as "Church Way" as more particularly shown on a map or plan entitled "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers • planners - surveyors • landscape architects • gls • gps 165 South Satellite Road South Windsor, Connecticut 06074" which map or plan is on file or will be filed in the Town Clerk's Office in said town of South Windsor. SAID Church Way is more particularly bounded and described as follows: BEGINNING at a CHD monument in the apparent general easterly line of Ellington Road a/k/a which monument marks the southwesterly corner of Church Way and a northwesterly corner of land now or formerly of M. Timothy & Kathleen M. Friend; thence S. 66' 17' 39" E. along line of said Friend a distance of 240.46 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 20 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 41.78 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 225.00 feet, delta equals 23' 20' 22" a distance of 91.65 feet to a monument; thence S. 89' 46' 41" E. a distance of 97.93 feet to a monument; thence along the circular curve to the right the radius of which is 63.00 feet, delta equals 6° 58' 38" a distance of 7.67 feet to an iron pin; thence continuing along the arc of a circular curve to the right the radius of which is 63.00 feet delta equals 61° 15' 28" a distance of 67.36 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 55.00 feet, delta equals 119' 35' 50" a distance of 114.81 feet to a monument; thence continuing along the are of a circular curve to the left the radius of which is 55.00 feet, delta equals 105' 27' 28" a distance of 101.23 feet to a monument; thence continuing along the are of a circular curve to the left the radius of which is 325.00 feet, delta equals 19' 31' 24" a distance of 110.74 feet to a monument; thence N. 89' 46' 41" W. a distance of 112.69 feet to a monument; thence continuing along the arc of a circular curve to the right the radius of which is 175.00 feet, delta equals 23' 20' 22" a distance of 71.29 feet to a monument; thence N. 66' 23' 05" W. a distance of 111.83 feet to an iron pin; thence N. 66' 23' 05" W. a distance of 200.23 feet to a monument set in the apparent easterly line of Ellington Road a/k/a; thence S. 12' 38' 11" W. along Ellington Road a distance of 51.39 feet to the CHD monument which marks the point and place of beginning. Being a portion of the premises described in a deed from Paul A. Hudon, Conservator of the Estate of Julia Johnson a/k/a to J.M.J. Construction Company, Inc. dated April 26, 2004 and recorded in the South Windsor Land Records, Volume 1601, Page 181. W.-I REAL IJAIJ-SewerLineEasement.doe A vu. 1 9 2 PAGE 316 The Grantee agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. 2 ICI WITNESS WHEREOF,the Grantor has hereunto set its hand and seal this day of Jy, 2006. rda ry Signed, Sealed and Delivered Grantor: In the Presence of: J.M.J. CONSTRUCTION COMPANY, INC. J� J . Yl 'J c By /Jean-MaJarc ue s / President, D ly Authorized STATE OF CONNECTICUT } } ss. South Windsor COUNTY OF HARTFORD } t'2�t'✓!x'"y On this 24A day of y,r 2006, before me, ATHERTON B. RYAN, the undersigned officer, personally appeared JEAN-MARC JACQUES, its President, as aforesaid, known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. In witness whereof, I hereunto set my hand. r/ I�L j," �3 t �/�'' Atherton B. Ryan Commissioner of Superior Court TOWN HALL USE ONLY c� Approved by Town Engineer Date: Z Approved by Town Manager Date: D Received for Record Oa-?-n(, 'rime: 6. Pm VOL PAGE 14 (Town Clerk) 3/23/05 W-I REALIJAIJ-Sewel'LineEasenient.doc VOL. 17 9 2 PAGE 317 DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that J.M.J. CONSTRUCTION COMPANY, INC., of the Town of South Windsor, County of Hartford and State of Connecticut, for the consideration of ONE DOLLAR ($1.00) and other valuable considerations, received to its full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm drainage systems and appurtenances thereto, in, through, upon and over four(4) certain pieces or parcels of land as described in Exhibit"A". Within said parcel(s) described in Exhibit "A", the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and re-pass with men and equipment, to operate equipment and install materials incidental to the construction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing water courses or form embankments over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems and to discharge storm water. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights-of-way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage systems. The Grantor herein, for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforsesaid easements or rights-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way areas. The Grantee agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said drainage line. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllil C�� `;,i:` .=-, ;�- �� Doc ID: 000440080004 Type: LAN STATE $ �� "?- ----No. \ Book 1792 Page 317 - 320 File# 655 n ``°{ ;k — W.-WEALUMJ-DrainageEasementAreal.doc TOVVN CLERK OF SOUTH WINDSOR �1 VDI. 17 9 2 PAGE 318 EXHIBIT "A" DRAINAGE EASEMENT 1. AREA 1 —Church Way A certain piece or parcel of land situated on the easterly side of Ellington Road a/k/a Connecticut Rte. 30 in the Town of South Windsor, County of Hartford and State of Connecticut known and designated as "Church Way" as more particularly shown on a map or plan entitled "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers • planners - surveyors • landscape architects • gls • gps 165 South Satellite Road South Windsor, Connecticut 06074" which map or plan is on file or will be filed in the Town Clerk's Office in said town of South Windsor. SAID Church Way is more particularly bounded and described as follows: BEGINNING at a CHD monument in the apparent general easterly line of Ellington Road a/k/a which monument marks the southwesterly corner of Church Way and a northwesterly corner of land now or formerly of M. Timothy & Kathleen M. Friend; thence S. 66' 17' 39" E. along line of said Friend a distance of 240.46 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 20 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 41.78 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 225.00 feet delta equals 23' 20' 22" a distance of 91.65 feet to a monument; thence S. 89' 46' 41" E. a distance of 97.93 feet to a monument; thence along the circular curve to the right the radius of which is 63.00 feet, delta equals 6° 58' 38" a distance of 7.67 feet to an iron pin; thence continuing along the arc of a circular curve to the right the radius of which is 63.00 feet, delta equals 61° 15' 28" a distance of 67.36 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 55.00 feet, delta equals 119' 35' 50" a distance of 114.81 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 55.00 feet, delta equals 105' 27' 28" a distance of 101.23 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 325.00 feet, delta equals 19' 31' 24" a distance of 110.74 feet to a monument; thence N. 89' 46' 41" W. a distance of 112.69 feet to a monument; thence continuing along the arc of a circular curve to the right the radius of which is 175.00 feet, delta equals 23' 20' 22" a distance of 71.29 feet to a monument; thence N. 66' 23' 05" W. a distance of 111.83 feet to an iron pin; thence N. 660 23' 05" W. a distance of 200.23 feet to a monument set in the apparent easterly line of Ellington Road a/k/a; thence S. 120 38' 11" W. along Ellington Road a distance of 51.39 feet to the CHD monument which marks the point and place of beginning. W.•IREALUMJ-DrainageEasemend real.doe von. 17 9 2 PAGE 319 DRAINAGE EASEMENT AREA 2 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 210.78 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence S. 66' 23' 05" E. in line of Church Way a distance of 21.80 feet to a point; thence N. 47' 03' 20" E. a distance of 31.33 feet to a point; thence N. 42' 56' 40" W. a distance of 20 feet to a point; thence S. 47' 03' 20" W. a distance of 40 feet to the point and place of beginning. DRAINAGE EASEMENT AREA 3 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 309.51 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence N. 66' 23' 05" W. in line of Church Way a distance of 2.55 feet to a monument; thence along the arc of a curve to the Left the radius of which is 175 feet, delta equals 5° 31'55" a distance of 16.88 feet to a point; thence N. 32' 33' 13" E. across Lot #3 a distance of 45.35 feet to a point; thence N. 57' 38' 65" W. a distance of 20.00 feet to a point; thence S. 32' 33' 13"W. a distance of 49.27 feet to a point. DRAINAGE EASEMENT AREA 4 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 489.16 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence S. 89' 46' 41" E. along Church Way a distance of 6.88 feet to a monument; thence along a curve to the Right the radius of which is 325 feet, delta equals 3° 00' 42" a distance of 17.08 feet to a point; thence N. 32' 06' 51" W. a distance of 56.18 feet to a point in line of Unity Church; thence N. 65' 59' 19" W. along line of Unity Church a distance of 19.5 feet to a point; thence N. 84' 31' 41" W. across Lot #3 a distance of 101.07 feet to a point; thence S. 05' 28' 19" W. a distance of 20 feet to a point; thence S. 84' 31' 41" E. a distance of 105.00 feet to a point; thence S. 32' 06' 51 " E. a distance of 4 1.00 feet to the point and place of beginning. W.•IREALUMJ-DrainageEasementAreal.doc va. 1792PAGE 320 WITNESS WHEREOF the Grantor has hereunto set its hand seal 1 IN WITN and a this �n day of 1�1, 2006. e r�itt�'r Signed, Sealed and Delivered GRANTOR: In the Presence of, J.M.J. CONSTRUCTION COMPANY C. By; ZAI C_V_i ar d , Jean- c J ues I s President,Vulyauthorized STATE OF CONNECTICUT } } COUNTY OF HARTFORD } On this Zn day of J 2006,before me, the undersigned officer,personally appeared 3�ccca .1144 known to me (or satisfactorily proved)to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. In witness whereof, I hereunto set my hand. e kA Ib4 CO Iran ssi0n�� �v��r.`or ce p TOWN HALL USE ONLY Approved by Town Engineer Date: f'i DG Approved by Town Manage 'L Date: Q Received for Record o�-—1-0( Time: I �4 ® P n1 - VOL 117 c PAGE ­3 1 7 (Town Clerk) 8/11/98 W.IREAL UNIJ-Drainage Easement.-1 rea 1.doc Val. 17 9 2 PAGE 321 STREET TREE EASEMENT 656 This Street Tree Easement made this 2rt day of Jam;ary,Y2006, by and between J.M.J. CONSTRUCTION COMPANY, INC., a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut,hereinafter called "GRANTOR" and the TOWN OF SOUTH WINDSOR, municipal corporation having its territorial limits within the County of Hartford and State of Connecticut, hereinafter called "GRANTEE". WITNESSETH.- WHEREAS, the GRANTOR is the owner of real property, hereinafter described, situated on Church Way in the Town of South Windsor, County of Hartford and State of Connecticut; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that it would be in the public interest to retain a Street Tree Easement on a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that the landscaping of said property can best be accomplished by the securing by the GRANTEE of a street tree easement over, across and upon the said property of the GRANTOR; and WHEREAS, the GRANTOR is willing, in consideration of the need to provide for the street tree easement, to grant to the said GRANTEE, the easement hereinafter expressed concerning said property,thereby providing for the continuation of said premises as a street tree easement; and WHEREAS, the GRANTOR intends to convey the property described herein to certain purchasers subject to this street tree easement and by granting said street tree easement to the GRANTEE shall not change the character of private ownership of said property and the public shall have no right to enter upon same. NOW, THEREFORE, the said GRANTOR does hereby give, grant, bargain and confirm unto the said GRANTEE, its successors and assigns forever the right, privilege and authority as a street tree easement and restriction, to plant and perpetually preserve, street trees in their present condition within a twenty (20) foot tree belt along the streets and designated as "20' Street Tree Easement" as shown on a map entitled: "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers - planners • surveyors • landscape architects • gls • gps 165 South Satellite Road South Windsor, Connecticut 06074" in a Rural Residential (RR)zone. .__, , r-r,-., THE GRANTOR FURTHER COVENANTS AND AGREES: s-rATF- s LOcAL s __No)� IIIIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllllllllllillll TOWN CLERK OF SOUTH WINDSOR Doc ID: 000440090005 Type: LAN W.Istreet tree easement.doc Book 1792 Page 321 - 325 File# 656 VOL. 1792PAGE 322 2. To prohibit and refrain from the following operations, unless prior written consent is obtained from the GRANTEE, acting through its appropriate municipal agency or successor, on the premises conveyed herein: a. the construction or placing of buildings, structures, roads, signs or fence; b. the dumping or placing of soil, leaves and yard wastes, etc., or other substances or materials as landfill or dumping or placing of trash, ashes, waste, rubbish,junk, garbage or unsightly or offensive materials; c. the excavation, dredging or removal of loam, peat, gravel, soil, rock or other mineral substance; d. the removal or destruction of street trees. The GRANTOR reserves unto itself, its heirs, successors, and assigns the right to continue to use the property subject to said Street Tree Easement for all purposes not inconsistent with the terms hereof. The grant of the Street Tree Easement shall in no way grant anyone other than the parties hereto the right to enter upon the property subject to the easement. The GRANTEE, or its lawful agents, may enter the property for the purpose of inspection and ensuring that the terms hereof are properly enforced. The foregoing Street Tree Easement shall be permanent and shall be binding upon the GRANTOR and its heirs, successors and assigns, and shall insure to the benefit of the GRANTEE, its successors and assigns. TO HAVE AND TO HOLD the above granted rights, privileges or authority unto the said GRANTEE, its successors and assigns forever,to its and their own proper use. IN WITNESS WHEREOF, J.M.J. CONSTRUCTION COMPANY, INC. has caused these presents to be signed by its proper corporate officer and its corporate seal to be hereto affixed this Zn day of Jay, 2006. lrr✓a r y Signed, Sealed and Delivered J.M.J. CONSTRUCTION COMPANY,INC. in the Presence of: kAdA I/Aq /S/ B Jean-Marc Jac es, Its President,Ifereunto duly authorized W.•I street tree easement.doc VDL. 1792PAeE 323 STATE OF CONNECTICUT } } ss. COUNTY OF HARTFORD // } (-t run On this 2,19 day of 72006, personally appeared JEAN-MARC JACQUES, President as aforesaid, Signer and Sealer of the foregoing instrument and acknowledged the same to be his free act and deed and the free act and deed of said corporation, before me. J��&j6-11 0,7 Gam_ Atherton B. Ryan, Commissioner of the Super Court L Witness T wn Manager C)/�164, � Date W.,Wreet tree easement.doe � . 9 . \ LandAmerica Lawyers Title LAWYERS TITLE INSURANCE CORPORATION OWNER'S POLICY SCHEDULE A FILE NUMBER DATE OF POLICY AMOUNT OF INSURANCE POLICY NUMBER at $50,000.00 A 75-0167168 1. Name of Insured: Town of South Windsor 2. The estate or interest in the land described herein and which is covered by this policy is: Drainage Easements; Sewer Line Easements; Street Tree Easements 3. The estate or interest referred to herein is at Date of Policy vested in: Town of South Windsor 4. The land herein described is encumbered by the following mortgage and assignments, if any, and the mortgage, if any, shown on Schedule B hereof: NONE 5. The land referred to in this policy is described as follows: See Exhibit A-1, Drainage Easement See Exhibit A-2, Sewer Line Easement See Exhibit A-3, Street Tree Easement See Exhibit A-4, License Agreement All of which are attached hereto and made a part hereof. Property Address: Church Way South Windsor, Connecticut Countersigned: Authorized Officer or Agent McCoy, Reveley& McCoy, LLC ALTA Owner's Policy Schedule A This Policy is invalid unless the cover sheet and Schedule B are attached. When this schedule is used with an Advantage/Homeowner's Policy of Title Insurance for a One-to-Four Family Residence,"Your Deductible Amount"is zero and"Our Maximum Amount of Liability" is equal to the Amount of Insurance set forth above. VOL. 179 2PAGE LAWYERS TITLE INSURANCE CORPORATION OWNER'S POLICY SCHEDULE B FILE NUMBER POLICY NUMBER A 75-0167168 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses)which arise by reason of the following: 1. Rights or claims of parties other than the owner in possession of any or all of the property. 2. Unrecorded easements, discrepancies or conflicts in boundary lines, shortages in area, subsurface conditions, encroachments and such state of facts as would be disclosed by a current, accurate and complete survey and inspection of the premises. 3. Any lien, or right to a lien, for services, labor or material, heretofore or hereafter furnished, imposed by law and not shown by the public records. 4. Any taxes which are not yet due and payable. Note: Taxes are paid through . 5. IF THE INSURED PREMISES IS A UNIT IN A COMMON INTEREST COMMUNITY: Covenants, conditions, restrictions, reservations, easements, liens for assessments, options, powers of attorney, and limitations on title as set forth in the Declaration of the common interest community, and By-laws as duly recorded in the appropriate Land Records Office and as the same may have been lawfully amended. Exceptions Numbered 1 and 3 are hereby omitted from the Owner's Policy. ADDITIONAL COVERAGE CONDOMINIUM AND PLANNED COMMUNITY COVERAGE If the insured premises is a unit in a condominium or planned community, the coverages contained in the ALTA 4.1 Condominium Endorsement(for condominiums)or the ALTA 5.1 Planned Unit Development Endorsement(for planned communities) are hereby given with respect to this Owner's Policy to the same extent as if the endorsement was attached to this policy. INFLATION PROTECTION (RESIDENTIAL ALTA OWNER'S POLICY ONLY) Provided there is situated on the land described under Schedule A, a one to four family residence or the land is a unit in a residential common interest community, together with its undivided interest in the common elements the Amount of Insurance of the Owner's Policy as stated in Schedule A of the Policy will be automatically increased by ten percent of the stated Amount of Insurance on each anniversary of the original Date of Policy until the Amount of Insurance has increased to one hundred fifty percent of the stated Amount of Insurance. RECEIVEO FOR RECORD.- ALTA Owner's Policy DATE 12M�L_TIME � � - M Schedule B Mu' Clt�t— t;a T(5WN CLERK, OLITH wlND.SFPP t✓"i_ ISSUED BY OWNER'S POLICY OF TITLE INSURANCE LawyersTiflelnsumnce CorpOIdt1011 POLICY NUMBER AI5- 01b �iH SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, LAWYERS TITLE INSURANCE CORPORATION, a Virginia corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of. 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs,attorneys'fees and expenses incurred in defense of the title,as insured,but only to the extent provided in the Conditions and Stipulations. IN WITNESS WHEREOF,LAWYERS TITLE INSURANCE CORPORATION has caused its corporate name and seal to be hereunto affixed by its duly authorized officers,the Policy to become valid when countersigned by an authorized officer or agent of the Company. LAWYERS TITLE INSURANCE CORPORATION \NsuRANCh\t 9� Attest: It Secretary It A HMOND V�s' President EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attomeys'fees or expenses which arise by reason of: 1.(a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting,regulating,prohibiting or relating to(i)the occupancy, use, or enjoyment of the land; (ii)the character, dimensions or location of any improvement now or hereafter erected on the land; (iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or(iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b)Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a) created,suffered,assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy;or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim,which arises out of the transaction vesting in the insured the estate or interest insured by this policy,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws that is based on: (a) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer,or (b) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (i)to timely record the instrument of transfer;or (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. NM 1 PA 10 Cover ALTA Owner's Policy(10-17-92) Form 1190-74A ORIGINAL Valid Only If Schedule A and B and Cover Are Attached CONDITIONS AND STIPULATIONS 1. DEFINITION OF TERMS. jurisdiction and expressly reserves the right, in its sole discretion, to appeal The following terms when used in this policy mean: from any adverse judgment or order. (a)"insured":the insured named in Schedule A,and,subject to any rights (d) In all cases where this policy permits or requires the Company to or defenses the Company would have had against the named insured,those prosecute or provide for the defense of any action or proceeding,the insured who succeed to the interest of the named insured by operation of law as shall secure to the Company the right to so prosecute or provide defense in distinguished from purchase including, but not limited to, heirs, distributees, the action or proceeding,and all appeals therein,and permit the Company to devisees, survivors, personal representatives, next of kin, or corporate or use, at its option, the name of the insured for this purpose. Whenever fiduciary successors. requested by the Company,the insured,at the Company's expense,shall give (b) "insured claimant":an insured claiming loss or damage. the Company all reasonable aid (i) in any action or proceeding, securing (c) "knowledge" or "known": actual knowledge, not constructive evidence, obtaining witnesses, prosecuting or defending the action or knowledge or notice which may be imputed to an insured by reason of the proceeding,or effecting settlement,and(ii)in any other lawful act which in the public records as defined in this policy or any other records which impart opinion of the Company may be necessary or desirable to establish the title to constructive notice of matters affecting the land. the estate or interest as insured. If the Company is prejudiced by the failure of (d) "land": the land described or referred to in Schedule (A) and the insured to furnish the required cooperation,the Company's obligations to improvements affixed thereto which by law constitute real property. The term the insured under the policy shall terminate,including any liability or obligation "land"does not include any property beyond the lines of the area described or to defend, prosecute, or continue any litigation,with regard to the.matter or referred to in Schedule(A),nor any right,title,interest,estate or easement in matters requiring such cooperation. abutting streets,roads,avenues,alleys,lanes,ways or waterways,but nothing 5. PROOF OF LOSS OR DAMAGE. herein shall modify or limit the extent to which a right of access to and from the land is insured by this policy. In addition to and after the notices required under Section 3 of these (e) "mortgage": mortgage, deed of trust, trust deed, or other security Conditions and Stipulations have been provided the Company,a proof of loss instrument. or damage signed and sworn to by the insured claimant shall be furnished to (f) "public records": records established under state statutes at Date of the Company within 90 days after the insured claimant shall ascertain the facts Policy for the purpose of imparting constructive notice of matters relating to giving rise to the loss or damage. The proof of loss or damage shall describe real property to purchasers for value and without knowledge. With respect to the defect in, or lien or encumbrance on the title, or other matter insured Section 1(a)(iv)of the Exclusions From Coverage,"public records"shall also against by this policy which constitutes the basis of loss or damage and shall include environmental protection liens filed in the records of the clerk of the state,to the extent possible,the basis of calculating the amount of the loss or United States district court for the district in which the land is located. damage. If the Company is prejudiced by the failure of the insured claimant to (g) "unmarketability of the title": an alleged or apparent matter affecting provide the required proof of loss or damage,the Company's obligations to the the title to the land, not excluded or excepted from coverage, which would insured under the policy shall terminate, including any liability or obligation to entitle a purchaser of the estate or interest described in Schedule A to be defend, prosecute, or continue any litigation, with regard to the matter or released from the obligation to purchase by virtue of a contractual condition matters requiring such proof of loss or damage. requiring the delivery of marketable title. In addition,the insured claimant may reasonably be required to submit to examination under oath by any authorized representative of the Company and 2. CONTINUATION OF INSURANCE AFTER CONVEYANCE OF TITLE. shall produce for examination, inspection and copying, at such reasonable The coverage of this policy shall continue in force as of Date of Policy in times and places as may be designated by any authorized representative of favor of an insured only so long as the insured retains an estate or interest in the Company, all records, books, ledgers, checks, correspondence and the land, or holds an indebtedness secured by a purchase money mortgage memoranda, whether bearing a date before or after Date of Policy, which given by a purchaser from the insured, or only so long as the insured shall reasonably pertain to the loss or damage. Further, if requested by any have liability by reason of covenants of warranty made by the insured in any authorized representative of the Company,the insured claimant shall grant its transfer or conveyance of the estate or interest. This policy shall not continue permission, in writing, for any authorized representative of the Company to in force in favor of any purchaser from the insured of either(1) an estate or examine, inspect and copy all records, books, ledgers, checks, interest in the land, or (ii) an indebtedness secured by a purchase money correspondence and memoranda in the custody or control of a third party, mortgage given to the insured. which reasonably pertain to the loss or damage. All information designated as 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT. confidential by the insured claimant provided to the Company pursuant to this Section shall not be disclosed to others unless,in the reasonable judgment of The insured shall notify the Company promptly in writing(i)in case of any the Company, it is necessary in the administration of the claim. Unless litigation as set forth in Section 4(a)below, (11)in case knowledge shall come prohibited by law or governmental regulation,failure of the insured claimant to to an insured hereunder of any claim of title or interest which is adverse to the submit for examination under oath, produce other reasonably requested title to the estate or interest, as insured, and which might cause loss or information or grant permission to secure reasonably necessary information damage for which the Company may be liable by virtue of this policy,or(111)if from third parties as required in this paragraph shall terminate any liability of title to the estate or interest,as insured,is rejected as unmarketable. If prompt the Company under this policy as to that claim. notice shall not be given to the Company,then as to the insured all liability of the Company shall terminate with regard to the matter or matters for which S. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS;TERMINATION prompt notice is required; provided, however, that failure to notify the OF LIABILITY. Company shall in no case prejudice the rights of any insured under this policy In case of a claim under this policy,the Company shall have the following unless the Company shall be prejudiced by the failure and then only to the additional options: extent of the prejudice. (a)To Pay or Tender Payment of the Amount of Insurance. 4. DEFENSE AND PROSECUTION OF ACTIONS; DUTY OF INSURED To pay or tender payment of the amount of insurance under this policy CLAIMANT TO COOPERATE. together with any costs,attorneys'fees and expenses incurred by the insured claimant,which were authorized by the Company,up to the time of payment or (a) Upon written request by the insured and subject to the options tender of payment and which the Company is obligated to pay. contained in Section 6 of these Conditions and Stipulations,the Company,at Upon the exercise by the Company of this option, all liability and its own cost and without unreasonable delay,shall provide for the defense of obligations to the insured under this policy, other than to make the payment an insured in litigation in which any third party asserts a claim adverse to the required, shall terminate, including any liability or obligation to defend, title or interest as insured, but only as to those stated causes by action prosecute,or continue any litigation,and the policy shall be surrendered to the alleging a defect, lien or encumbrance or other matter insured against by this Company for cancellation. policy. The Company shall have the right to select counsel of its choice (b) To Pay or Otherwise Settle With Parties Other than the Insured or (subject to the right of the insured to object for reasonable cause)to represent With the Insured Claimant. the insured as to those stated causes of action and shall not be liable for and (i)to pay or otherwise settle with other parties for or in the name of an will not pay the fees of any other counsel. The Company will not pay any fees, insured claimant any claim insured against under this policy,together with any costs or expenses incurred by the insured in the defense of those causes of costs, attorneys'fees and expenses incurred by the insured claimant which action which allege matters not insured by this policy. were authorized by the Company up to the time of payment and which the (b) The Company shall have the right, at its own cost, to institute and Company is obligated to pay;or prosecute any action or proceeding or to do any other act which in its opinion (ii) to pay or otherwise settle with the insured claimant the loss or may be necessary or desirable to establish the title to the estate or interest,as damage provided for under this policy,together with any costs,attorneys'fees insured,or to prevent or reduce loss or damage to the insured. The Company and expenses incurred by the-insured claimant which were authorized by the may take any appropriate action under the terms of this policy,whether or not Company up to the time of payment and which the Company is obligated to it shall be liable hereunder,and shall not thereby concede liability or waive any pay provision of this policy. If the Company shall exercise its rights under this Upon the exercise by the Company of either of the options provided for in paragraph,it shall do so diligently. paragraphs (b)(1) or(ii),the Company's obligations to the insured under this (c) Whenever the Company shall have brought an action or interposed a policy for the claimed loss or damage,other than the payments required to be defense as required or permitted by the provisions of this policy,the Company made,shall terminate,including any liability or obligation to defend,prosecute may pursue any litigation to final determination by a court of competent or continue any litigation. CONDITIONS AND STIP (Continued) 7. DETERMINATION,EXTENT OF LIABILITY AND COINSURANCE. (b) When liability and the extent of loss or damage has been definitely This policy is a contract of indemnity against actual monetary loss or fixed in accordance with these Conditions and Stipulations, the loss or damage sustained or incurred by the insured claimant who has suffered loss damage shall be payable within 30 days thereafter. or damage by reason of matters insured against by this policy and only to the 13. SUBROGATION UPON PAYMENT OR SETTLEMENT. extent herein described. (a)The Company's Right of Subrogation. (a) The liability of the Company under this policy shall not exceed the Whenever the Company shall have settled and paid a claim under this least of policy, all right of subrogation shall vest in the Company unaffected by any (i) the Amount of Insurance stated in Schedule A;or, act of the insured claimant. (ii)the difference between the value of the insured estate or interest The Company shall be subrogated to and be entitled to all rights and as insured and the value of the insured estate or interest subject to the remedies which the insured claimant would have had against any person or defect,lien or encumbrance insured against by this policy. property in respect to the claim had this policy not been issued. If requested (b) In the event the Amount of Insurance stated in Schedule A at the by the Company,the insured claimant shall transfer to the Company all rights Date of Policy is less than 80 percent of the value of the insured estate or and remedies against any person or property necessary in order to perfect interest or the full consideration paid for the land, whichever is less, or if this right of subrogation. The insured claimant shall permit the Company to subsequent to the Date of Policy an improvement is erected on the land sue,compromise or settle in the name of the insured claimant and to use the which increases the value of the insured estate or interest by at least 20 name of the insured claimant in any transaction or litigation involving these percent over the Amount of Insurance stated in Schedule A,then this Policy rights or remedies. is subject to the following: If a payment on account of a claim does not fully cover the loss of the (i) where no subsequent improvement has been made, as to any insured claimant, the Company shall be subrogated to these rights and partial loss, the Company shall only pay the loss pro rata in the proportion remedies in the proportion which the Company's payment bears to the whole that the amount of insurance at Date of Policy bears to the total value of the amount of the loss. land insured estate or interest at Date of Policy;or If loss should result from any act of the insured claimant, as stated (ii) where a subsequent improvement has been made, as to any above,that act shall not void this policy,but the Company,in that event,shall partial loss, the Company shall only pay the loss pro rata in the proportion be required to pay only that part of any losses insured against by this policy that 120 percent of the Amount of Insurance stated in Schedule A bears to which shall exceed the amount, if any, lost to the Company by reason of the the sum of the Amount of Insurance stated in Schedule A and the amount impairment by the insured claimant of the Company's right of subrogation. expended for the improvement. (b)The Company's Rights Against Non-insured Obligors. The provisions of this paragraph shall not apply to costs, attorneys'fees The Company's right of subrogation against non-insured obligors shall and expenses for which the Company is liable under this policy, and shall exist and shall include, without limitation, the rights of the insured to only apply to that portion of any loss which exceeds,in the aggregate, 10 per indemnities,guaranties,other policies of insurance or bonds,notwithstanding cent of the Amount of Insurance stated in Schedule A. any terms or conditions contained in those instruments which provide for (c)The Company will pay only those costs,attorneys'fees and expenses subrogation rights by reason of this policy. incurred in accordance with Section 4 of these Conditions and Stipulations. 14. ARBITRATION. 8. APPORTIONMENT. Unless prohibited by applicable law, either the Company or the insured If the land described in Schedule A consists of two or more parcels which may demand arbitration pursuant to the Title Insurance Arbitration Rules of are not used as a single site,and a loss is established affecting one or more the American Arbitration Association. Arbitrable matters may include,but are of the parcels but not all,the loss shall be computed and settled on a pro rata not limited to, any controversy or claim between the Company and the basis as if the amount of insurance under this policy was divided pro rata as insured arising out of or relating to this policy,any service of the Company in to the value on Date of Policy of each separate parcel to the whole,exclusive connection with its issuance or the breach of a policy provision or other of any improvements made subsequent to Date of Policy,unless a liability or obligation. All arbitrable matters when the Amount of Insurance is value has otherwise been agreed upon as to each parcel by the Company $1,000,000 or less shall be arbitrated at the option of either the Company or and the insured at the time of the issuance of this policy and shown by an the insured. All arbitrable matters when the Amount of Insurance is in express statement or by an endorsement attached to this policy. excess of$1,000,000 shall be arbitrated only when agreed to by both the 9. LIMITATION OF LIABILITY. Company and the insured.Arbitration pursuant to this policy and under the. (a) If the Company establishes the title, or removes the alleged defect, Rules in effect on the date the demand for arbitration is made or, at the lien or encumbrance, or cures the lack of a right of access to or from the option of the insured, the Rules in effect at Date of Policy shall be binding land, or cures the claim of unmarketability of title, all as insured, in a upon the parties. The award may include attorneys'fees only if the laws of reasonably diligent manner by any method, including litigation and the the state in which the land is located permit a court to award attorneys'fees completion of any appeals therefrom, it shall have fully performed its to a prevailing party.Judgment upon the award rendered by the Arbitrator(s) obligations with respect to that matter and shall not be liable for any loss or may be entered in any court having jurisdiction thereof. damage caused thereby. The law of the situs of the land shall apply to an arbitration under the (b) In the event of any litigation, including litigation by the Company or Title Insurance Arbitration Rules. with the Company's consent, the Company shall have no liability for loss or A copy of the Rules may be obtained from the Company upon request. damage until there has been a final determination by a court of competent 15. LIABILITY LIMITED TO THIS POLICY;POLICY ENTIRE CONTRACT. jurisdiction, and disposition of all appeals therefrom, adverse to the title as (a)This policy together with all endorsements,if any, attached hereto by insured. the Company is the entire policy and contract between the insured and the (c)The Company shall not be liable for loss or damage to any insured for Company. In interpreting any provision of this policy, this policy shall be liability voluntarily assumed by the insured in settling any claim or suit without construed as a whole. the prior written consent of the Company. (b)Any claim of loss or damage, whether or not based on negligence, 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF and which arises out of the status of the title to the estate or interest covered LIABILITY. hereby or by any action asserting such claim, shall be restricted to this All payments under this policy, except payments made for costs, policy. attorneys'fees and expenses,shall reduce the amount of the insurance pro (c) No amendment of or endorsement to this policy can be made except tanto. by a writing endorsed hereon or attached hereto signed by either the 11. LIABILITY NONCUMULATIVE. President, a Vice President, the Secretary, an Assistant Secretary, or It is expressly understood that the amount of insurance under this policy validating officer or authorized signatory of the Company. shall be reduced by any amount the Company may pay under any policy 16. SEVERABILITY. insuring a mortgage to which exception is taken in Schedule B or to which In the event any provision of the policy is held invalid or unenforceable the insured has agreed, assumed, or taken subject, or which is hereafter under applicable law,the policy shall be deemed not to include that provision executed by an insured and which is a charge or lien on the estate or interest and all other provisions shall remain in full force and effect. described or referred to in Schedule A, and the amount so paid shall be 17. NOTICES,WHERE SENT. deemed a payment under this policy to the insured owner. All notices required to be given the Company and any statement in 12. PAYMENT OF LOSS. writing required to be furnished the Company shall include the number of this (a) No payment shall be made without producing this policy for policy and shall be addressed to: Consumer Affairs Department, P.O. Box endorsement of the payment unless the policy has been lost or destroyed,in 27567,Richmond,Virginia 23261-7567. which case proof of loss or destruction shall be furnished to the satisfaction of the Company. B 1190-74A 1 La4wyesr Titl e Insurance crporation A WORD OF THANKS ..... A LANDAMERICA COMPANY As we make your policy a part of our permanent 4 records,we want to express our appreciation of this evidence of your faith in Lawyers Title Insurance Corporation. OWNERS POLICY OF There is no recurring premium. TITLE INSURANCE This policy provides valuable title protection and we suggest you keep it in a safe place where it will be readily available for future reference. AMEMAN LAND TITLE ASSOCIATION If you have any questions about the protection (10-17-92) provided by this policy, contact the office that issued your policy or you may write to: Consumer Affairs Department awyers itle jnsurance Cor, tion A IANDAMEWCA COMPANY P.O. Box 27567 Richmond,Virginia 23261-7567 ISSUED BY TOLL FREE NUMBER: 1-800-446-7086 lawyers Titlejnsumnce&oration HOME OFFICE: 101 Gateway Centre Parkway,Gateway One Richmond,Virginia 23235-5153 WILLIAM G. REVELEY & ASSOCIATES, LLC Attorneys at Law 117 Hartford Turnpike Atherton B.Ryan,Of Counsel Tolland, CT 06084 E-mail:AthertonRyan@sbcglobal.net Tel: (860) 875-3375 Fax: (860) 875-5099 March 9, 2006 Michele Lipe, Assistant Town Planner TOWN OF SOUTH WINDSOR 1540 Sullivan Avenue South Windsor, CT 06074 RE: Emerald Green Subdivision—Easements Dear Michele, I have confirmed recording of the subdivision map and the easement deeds and therefore I enclose the title insurance policy issued by Lawyer's Title Insurance Company insuring that the town of South Windsor is the holder of valid easements as described not subject to any encumbrances. Please note that it is not necessary or appropriate to record this policy in the land records. It should be maintained wherever the original deeds are kept. Very truly yours, i J ✓� ATHERTON B. RYAN ABR:mg Enclosure—Title Policy JMJ-Planner(Lipe) \ LandAmerica Lawyers Title LAWYERS TITLE INSURANCE CORPORATION OWNER'S POLICY SCHEDULE A FILE NUMBER DATE OF POLICY AMOUNT OF INSURANCE POLICY NUMBER 2/07/2006 at 1:40 $50,000.00 A75-0167168 m 1. Name of Insured: Town of South Windsor 2. The estate or interest in the land described herein and which is covered by this policy is: Fee Simple 3. The estate or interest referred to herein is at Date of Policy vested in: Town of South Windsor 4. The land herein described is encumbered by the following mortgage and assignments, if any, and the mortgage, if any, shown on Schedule B hereof: NONE 5. The land referred to in this policy is described as follows: See ExhibitA-1, Drainage Easement See Exhibit A-2, Sewer Easement See Exhibit A-3, Street Tree Easement See Exhibit A4, License Ageement All of which are attached hereto and made a part hereof. Property Address: 1540 Sullivan Avenue South Windsor, Connecticut Countersigned: Authorized Officer or Agent ALTA Owner's Policy Schedule A This Policy is invalid unless the cover sheet and Schedule B are attached. When this schedule is used with an Advantage/Homeowner's Policy of Title Insurance for a One-to-Four Family Residence,"Your Deductible Amount"is zero and"Our Maximum Amount of Liability" is equal to the Amount of Insurance set forth above. LAWYERS TITLE INSURANCE CORPORATION OWNER'S POLICY SCHEDULE B PILE NUMBER POLICY NUMBER' A75-0167168 This policy does not insure against loss or damage(and the Company will not pay costs, attorneys'fees or expenses)which arise by reason of the following: 1. Rights or claims of parties other than the owner in possession of any or all of the property. 2. Unrecorded easements, discrepancies or conflicts in boundary lines, shortages in area, subsurface conditions, encroachments and such state of facts as would be disclosed by a current, accurate and complete survey and inspection of the premises. 3. Any lien, or right to a lien, for services, labor or material, heretofore or hereafter furnished, imposed by law and not shown by the public records. 4. Any taxes which are not yet due and payable. Note: Taxes are paid through 06/30/2006. 5. IF THE INSURED PREMISES IS A UNIT IN A COMMON INTEREST COMMUNITY: Covenants, conditions, restrictions, reservations, easements, liens for assessments, options, powers of attorney, and limitations on title as set forth in the Declaration of the common interest community, and By-laws as duly recorded in the appropriate Land Records Office and as the same may have been lawfully amended. Exceptions Numbered are hereby omitted from the Owner's Policy. ADDITIONAL COVERAGE CONDOMINIUM AND PLANNED COMMUNITY COVERAGE If the insured premises is a unit in a condominium or planned community, the coverages contained in the ALTA 4.1 Condominium Endorsement(for condominiums)or the ALTA 5.1 Planned Unit Development Endorsement(for planned communities) are hereby given with respect to this Owner's Policy to the same extent as if the endorsement was attached to this policy. INFLATION PROTECTION (RESIDENTIAL ALTA OWNER'S POLICY ONLY) Provided there is situated on the land described under Schedule A, a one to four family residence or the land is a unit in a residential common interest community, together with its undivided interest in the common elements the Amount of Insurance of the Owner's Policy as stated in Schedule A of the Policy will be automatically increased by ten percent of the stated Amount of Insurance on each anniversary of the original Date of Policy until the Amount of Insurance has increased to one hundred fifty percent of the stated Amount of Insurance. ALTA Owner's Policy Schedule B L EXHIBIT A-1 DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that J.M.J. CONSTRUCTION COMPANY, INC., of the Town of South Windsor, County of Hartford and State of Connecticut, for the consideration of ONE DOLLAR ($1.00) and other valuable considerations, received to its full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm drainage systems and appurtenances thereto, in, through, upon and over four (4) certain pieces or parcels of land as described in Exhibit"A". Within said parcel(s) described in Exhibit "A", the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and re-pass with men and equipment, to operate equipment and install materials incidental to the construction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing water courses or form embankments over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems and to discharge storm water. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights-of-way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage systems. The Grantor herein, for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforsesaid easements or rights-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way areas. The Grantee agrees to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said drainage line. W.•IREALIJMJ-DrainageEasementAreal.doc IN WI'I'Nl--'SS WHEREOF, the Grantor has hereunto set its hand and seal this /I day ol'.4#)tTw_y 2006. 7 Signed, Sealed and Delivered GRANTOR: In the Presence of. J.M.J. CONSTRUCTION COMPANY­,j­NC. v- 5,1 Jean-Wfc .qcqUes Its President,duly authorized STATI: ()I-, C'ONNEC'I'IC[JT COUNTY OF HARTFORD 011 this day of J��2006, bel'ore me, �WvCv 10,11 112, the Undersigned officer,personally appeared If pzj known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and actmowledged that he executed the sarne for the PL11-pOSCS therein contained. In witness whereof, I hereunto set my hand. z 4 0i1� 'A V I Cominlssiion H-Xj44;(4S TOWN I IALL USHONLY Al)l)j-ovecl by "Town Engineer Date: Approved by Town Manager Date: Received 101 Record - (Town Clerk) I V:Wh"AIAJA 0-i'Vail it I.tl()c- w EXHIBIT A-1 DRAINAGE EASEMENT 1. AREA 1 —Church Way A certain piece or parcel of land situated on the easterly side of Ellington Road a/k/a Connecticut Rte. 30 in the Town of South Windsor, County of Hartford and State of Connecticut known and designated as "Church Way" as more particularly shown on a map or plan entitled "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers - planners - surveyors - landscape architects - gls - gps 165 South Satellite Road South Windsor, Connecticut 06074" which map or plan is on file or will be filed in the Town Clerk's Office in said town of South Windsor. SAID Church Way is more particularly bounded and described as follows: BEGINNING at a CHD monument in the apparent general easterly line of Ellington Road a/k/a which monument marks the southwesterly corner of Church Way and a northwesterly corner of land now or formerly of M. Timothy & Kathleen M. Friend; thence S. 66' 17' 39" E. along line of said Friend a distance of 240.46 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 20 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 41.78 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 225.00 feet delta equals 23' 20' 22" a distance of 91.65 feet to a monument; thence S. 89' 46' 41" E. a distance of 97.93 feet to a monument; thence along the circular curve to the right the radius of which is 63.00 feet, delta equals 6° 58' 38" a distance of 7.67 feet to an iron pin; thence continuing along the arc of a circular curve to the right the radius of which is 63.00 feet, delta equals 61° 15' 28" a distance of 67.36 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 55.00 feet, delta equals 119' 35' 50" a distance of 114.81 feet to a monument; thence continuing along the are of a circular curve to the left the radius of which is 55.00 feet, delta equals 105' 27' 28" a distance of 101.23 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 325.00 feet, delta equals 19' 31' 24" a distance of 110.74 feet to a monument; thence N. 890 46' 41" W. a distance of 112.69 feet to a monument; thence continuing along the arc of a circular curve to the right the radius of which is 175.00 feet, delta equals 23' 20' 22" a distance of 71.29 feet to a monument; thence N. 66' 23' 05" W. a distance of 111.83 feet to an iron pin; thence N. 66' 23' 05" W. a distance of 200.23 feet to a monument set in the apparent easterly line of Ellington Road a/k/a; thence S. 12' 38' 11" W. along Ellington Road a distance of 51.39 feet to the CHD monument which marks the point and place of beginning. W.•IREALUMJ-DrainageEasementAreal.doc EXHIBIT A-1 DRAINAGE EASEMENT AREA 2 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 210.78 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence S. 66' 23' 05" E. in line of Church Way a distance of 21.80 feet to a point; thence N. 47' 03' 20" E. a distance of 31.33 feet to a point; thence N. 42' 56' 40" W. a distance of 20 feet to a point; thence S. 47' 03' 20" W. a distance of 40 feet to the point and place of beginning. DRAINAGE EASEMENT AREA 3 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 309.51 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence N. 66' 23' 05" W. in line of Church Way a distance of 2.55 feet to a monument; thence along the arc of a curve to the Left the radius of which is 175 feet, delta equals 5° 31'55" a distance of 16.88 feet to a point; thence N. 32' 33' 13" E. across Lot #3 a distance of 45.35 feet to a point; thence N. 57' 38' 65" W. a distance of 20.00 feet to a point; thence S. 32' 33' 13" W. a distance of 49.27 feet to a point. DRAINAGE EASEMENT AREA 4 LOT#3 SHOWN as "20' Drainage Easement and Right to Discharge" on the above map and more particularly described as follows: BEGINNING at a point in the apparent northerly line of Church Way which point is 489.16 feet east of the easterly line of Ellington Road in the northerly line of Church Way; thence S. 89' 46' 41" E. along Church Way a distance of 6.88 feet to a monument; thence along a curve to the Right the radius of which is 325 feet, delta equals 3° 00' 42"a distance of 17.08 feet to a point; thence N. 32' 06' 51" W. a distance of 56.18 feet to a point in line of Unity Church; thence N. 65' 59' 19" W. along line of Unity Church a distance of 19.5 feet to a point; thence N. 84' 31' 41" W. across Lot #3 a distance of 101.07 feet to a point; thence S. 05' 28' 19" W. a distance of 20 feet to a point; thence S. 84' 31' 41" E. a distance of 105.00 feet to a point; thence S. 32' 06' 51 " E. a distance of 41.00 feet to the point and place of beginning. W.•WEALJMJ-DrainageEasementAreal.doe EXHIBIT A-2 SEWER LINE EASEMENT PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that It, J.M.J. CONSTRUCTION COMPANY, INC., a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut, for the consideration of ONE DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to its full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said Town of South Windsor, its successors and assigns the right , privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove a sewer line thereto, in, through, upon and over certain piece(s) of land as described in Exhibit"A". Together with the right, privilege, and authority to trespass, for the purpose of constructing, maintaining and repairing of said sewers, an additional ten (10) feet outside of, and on either side of, the permanent Easement described in Exhibit A, which right to trespass shall terminate upon formal acceptance of the sanitary sewers by the TOWN OF SOUTH WINDSOR; and be reasserted only on the occasion and for the duration of subsequent maintenance or repair by the TOWN OF SOUTH WINDSOR. Within said parcel(s) described in Exhibit A, the Grantee, its successors assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the construction , maintenance or repair of sewer line, and to excavate and fill. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights—of-way which may endanger or interfere with the said sewer line. The Grantor herein for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easements of the right-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which this/these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon, the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way areas. W.•IREALJMJ-SewerLineEasement.doc z The Grantcc agrees to hold the Grantor,its successors and assigns, harmless front and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. I WITNESS WHEREOF, the Grantor has hereunto set its hand and seal This day of J�u� y, 2006.r ( Signed, Sealed and Delivered Grantor: In the Presence ol': I.M..1. CONSTRUCTION COMPANY, INC. 4 'I r✓/ By/2! ---- A%7���,.%�� Jean-Marc Ja&LleS-;'�h_S President, D61y AUthorlred F� r/ STATE, car CONNECTICUT ; } ss. South Windsor COUNTY OF I-IARITORD On this /- � day of;tam=y,r2006, before me, ATHERTON B. RYAN, the. Undersigned o('hcer, personally appeared JEAN-MARC JACQUES, its 1"r-esielenl, as aforesaid, known to me (or satisfactorily proved) to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposcstherein contained. In witness whereof, I hereunto set my hand. E.r L Atherton B. Ryan Commissioner of Superior Court TOWN I I A L I USE ONLY Approved by "town Engimeer _ Date:-- _ __-- Approved by Town Manager- Date: iZeceived for Record 'I•ime;: vol. PAGE (Town Clerk) 3/2 3ios bP.Vzli:I1.V 1AU-Seiverl,rrrc' doc EXHIBIT A SEWER EASEMENT—CHURCH WAY A certain piece or parcel of land situated on the easterly side of Ellington Road a/k/a Connecticut Rte. 30 in the Town of South Windsor, County of Hartford and State of Connecticut known and designated as "Church Way" as more particularly shown on a map or plan entitled "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers • planners - surveyors • landscape architects • gls • gps 165 South Satellite Road South Windsor, Connecticut 06074" which map or plan is on file or will be filed in the Town Clerk's Office in said town of South Windsor. SAID Church Way is more particularly bounded and described as follows: BEGINNING at a CHD monument in the apparent general easterly line of Ellington Road a/k/a which monument marks the southwesterly corner of Church Way and a northwesterly corner of land now or formerly of M. Timothy & Kathleen M. Friend; thence S. 66' 17' 39" E. along line of said Friend a distance of 240.46 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 20 feet to an iron pin; thence S. 66' 23' 05" E. a distance of 41.78 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 225.00 feet, delta equals 23' 20' 22" a distance of 91.65 feet to a monument; thence S. 89' 46' 41" E. a distance of 97.93 feet to a monument; thence along the circular curve to the right the radius of which is 63.00 feet, delta equals 6° 58' 38" a distance of 7.67 feet to an iron pin; thence continuing along the are of a circular curve to the right the radius of which is 63.00 feet delta equals 61° 15' 28" a distance of 67.36 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 5 5.00 feet, delta equals 119' 35' 50" a distance of 114.81 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 55.00 feet, delta equals 105' 27' 28" a distance of 101.23 feet to a monument; thence continuing along the arc of a circular curve to the left the radius of which is 325.00 feet, delta equals 19' 31' 24" a distance of 110.74 feet to a monument; thence N. 89' 46' 41" W. a distance of 112.69 feet to a monument; thence continuing along the arc of a circular curve to the right the radius of which is 175.00 feet, delta equals 23' 20' 22" a distance of 71.29 feet to a monument; thence N. 66' 23' 05" W. a distance of 111.83 feet to an iron pin; thence N. 66' 23' 05" W. a distance of 200.23 feet to a monument set in the apparent easterly line of Ellington Road a/k/a; thence S. 12' 38' 11" W. along Ellington Road a distance of 51.39 feet to the CHD monument which marks the point and place of beginning. Being a portion of the premises described in a deed from Paul A. Hudon, Conservator of the Estate of Julia Johnson a/k/a to J.M.J. Construction Company, Inc. dated April 26, 2004 and recorded in the South Windsor Land Records, Volume 1601, Page 181. W.•I REALIJMJ-SeiverLineFasemenr doc x EXHIBIT A-3 STREET TREE EASEMENT // r't 4 c-,4 v I This Street Tree Easement made this 2nd day of Jam', 2006, by and between J.M.J. CONSTRUCTION COMPANY, INC., a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut, hereinafter called "GRANTOR" and the TOWN OF SOUTH WINDSOR, municipal corporation having its territorial limits within the County of Hartford and State of Connecticut, hereinafter called "GRANTEE". WITNESSETH.- WHEREAS, the GRANTOR is the owner of real property, hereinafter described, situated on Church Way in the Town of South Windsor, County of Hartford and State of Connecticut; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that it would be in the public interest to retain a Street Tree Easement on a portion of the premises of the GRANTOR; and WHEREAS, the GRANTEE, acting through its appropriate municipal agencies, has determined that the landscaping of said property can best be accomplished by the securing by the GRANTEE of a street tree easement over, across and upon the said properly of the GRANTOR; and WHEREAS, the GRANTOR is willing, in consideration of the need to provide for the street tree easement, to grant to the said GRANTEE, the easement hereinafter expressed concerning said property, thereby providing for the continuation of said premises as a street tree easement; and WHEREAS, the GRANTOR intends to convey the property described herein to certain purchasers subject to this street tree easement and by granting said street tree easement to the GRANTEE shall not change the character of private ownership of said property and the public shall have no right to enter upon same. NOW, THEREFORE, the said GRANTOR does hereby give, grant, bargain and confirm unto the said GRANTEE, its successors and assigns forever the right, privilege and authority as a street tree easement and restriction, to plant and perpetually preserve, street trees in their present condition within a twenty (20) foot tree belt along the streets and designated as "20' Street Tree Easement" as shown on a map entitled: "Resurvey Prepared for Emerald Green Subdivision Ellington Road South Windsor, Connecticut Sheet 4-A/10 Job No.: 1930 Date: 9-10-04 Drawing No.: 1930-4.DWG Scale 1" = 40 ft. design professionals, inc. civil engineers - planners - surveyors - landscape architects - gls - gps 165 South Satellite Road South Windsor, Connecticut 06074"in a Rural Residential (RR)zone. THE GRANTOR FURTHER COVENANTS AND AGREES: W.•Istreet tree easement.doc 2. To prohibit and refrain from the following operations, unless prior written consent is obtained from the GRANTEE, acting through its appropriate municipal agency or successor, on the premises conveyed herein: a. the construction or placing of buildings, structures,roads, signs or fence; b. the dumping or placing of soil, leaves and yard wastes, etc., or other substances or Materials as landfill or dumping or placing of trash, ashes, waste, rubbish,junk, garbage or unsightly or offensive materials; c. the excavation, dredging or removal of loam, peat, gravel, soil, rock or other mineral substance; d. the removal or destruction of street trees. The GRANTOR reserves unto itself, its heirs, successors, and assigns the right to continue to use the property subject to said Street Tree Easement for all purposes not inconsistent with the terms hereo f The grant of the Street Tree Easement shall in no way grant anyone other than the parties hereto the right to enter upon the property subject to the easement. The GRANTEE, or its lawful agents, may enter the property for the purpose of inspection and ensuring that the terms hereof are properly enforced. The foregoing Street Tree Easement shall be permanent and shall be binding upon the GRANTOR and. its heirs, successors and assigns, and shall insure to the benefit of" the GRANTEE, its successors and assigns. TO HAVE AND TO HOLD the above granted rights, privileges or authority unto the said GRANTEE_,, its successors and assigns forever,to its and their own proper use. IN WITNESS WHEREOF, J.M.J. CONSTRUCTION COMPANY, INC. has caused these presents to be signed by its proper corporate officer and its corporate seal to be hereto affixed this 2a A. day of,T ug/e� ry, 2006. Signed, Sealed and Delivered J.M.J. CONSTRUCTION COMPANY, INC. In the Presence of- 4 a By Jean-Marcc JaccGies, �"J j ( ' Its President, Ifereunto duly authorized If.Wreel free eltsement.doe STATE OF CONNBC TICUT } } ss. COUNTY OF HARTFORD f-e b t' r On this ���rl day of�u�V, 2006, personally appeared JEAN-MARC JACQIIES, President as aforesaid, Signer and Sealer of the foregoing instrument and acknowledged the same to be his free act and deed and the free act and deed of said corporation, before me. P-*1'j(/'1 a Atherton B. Ryan, Commissioner of the Super Court Witness Town Manager Date I,Klstreet tree ecrsenaent.doe EXHIBIT A-4 LICENSE AGREEMENT AND HOLD HARMLESS AGREEMENT THIS AGREEMENT made this 21J of J 116'J4 y",r2006 by and between the TOWN OF SOUTH WINDSOR of 1540 Sullivan Avenue, South Windsor, Connecticut 06074 (hereinafter the "Town") and J.M.J. CONSTRUCTION COMPANY, INC. with its principal office at 658 Ellington Road, in the Town of South Windsor, Connecticut, (hereinafter the "Licensor"). WHEREAS, the Town is or will become the owner of a parcel of property shown on a map entitled: "Church Way", (hereinafter the"Town Parcel"); and WHEREAS, the Licensor is the owner of a parcel of property shown on a map entitled: "Prepared For TEABERRY ESTATES ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT design professionals, inc. civil engineers . planners / surveyors landscape architects . gis . gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLAN/PROFILE LAVENDER LANE DESIGN: RAM DRAWN: RAM CHECKED: GBS JOB NO.: 1930 DATE:12-15-04 DRAWING NO.: 1930-7-SRD.dwg SHEET 7/10" a/k/a Teaberry Estates Senior Residence Development, which map is on file or will be filed in the South Windsor Town Clerk's Office; and WHEREAS, the Town and Licensor wish to establish various rights and obligations with respect to the accessway portion of the Teaberry Estates parcel as set forth herein; NOW, THEREFORE, in consideration of the mutual promises contained herein, the parties agree as follows: 1) The Lessor hereby grants to the Town a license for its agents, employees and contractors to pass and repass by foot, vehicle or equipment over or upon the accessway known as Lavender Lane and such adjacent areas as the Town may find necessary or convenient for the purpose of inspecting or maintaining drainage and sanitary sewer facilities, to provide Town services including rubbish removal and any health or emergency service. 2) No payments are required by either the Town or the Licensor under this Agreement. 3) The license contained herein shall continue for the benefit of and/or burden of Licensor, its successors and assigns which will be the Teaberry Estates Senior Residence Owner's Association as the Owner of the common and limited common elements of the common interest community on Lot #3 and the future owners of the senior residence houses to be constructed thereon. W.•WEALI Teaberry-LicenseAgreement.doe 1 4) Either party may terminate this Agreement at any time by giving written notice to the other, specifying the date of termination, such notice to be given not less than 60 days prior to the date specified in such notice for date of termination. 5) The Licensor shall indemnify and hold the Town and its agents, employees and assigns harmless from and against any and all liability from any claim that a Town employee, agent, officer or volunteer participating in any Town service or authorized activity was upon the premises without permission. 6) The Town expressly agrees that it does not and shall not claim at any time any interest or estate of any kind or extent whatsoever in the Adjoining Parcel, by virtue of the rights granted under this License Agreement or use under this Agreement. 7) This Agreement shall constitute the entire Agreement between the parties and any prior understanding or representation of any kind preceding the date of this Agreement shall not be binding upon either party except to the extent incorporated in this Agreement. 8) Any modification of this Agreement or additional obligation assumed by either party in connection with this agreement shall be binding only if evidenced in writing signed by each party or an authorized representative of each party. 9) Any notice provided for or concerning this Agreement shall be in writing and shall be deemed sufficiently given when sent by certified or registered mail if sent to the respective address of each party as set forth at the beginning of this Agreement. IN WITNESS WHEREOF, each party to this Agreement has caused it to be executed at South Windsor, Connecticut, on the date indicated below. Signed and Delivered in the THE TOWN OF SOUTH WINDSOR Presence of. By: Matthew Galligan Its Town Manager J.M.J. CONSTRUCTION COMPANY, I*. f i r e i.� v.�, ✓ Y ,`l Jean-Marc Tacg11Fs1 Its President J,V:I R(A1,1Tenher•ri,-LicenseAigreerizertt.doc 7 F STATE OF CONNECTICUT ) ss. South Windsor COUNTY OF HARTFORD ) Personally Appeared MATTHEW GALLIGAN, Town Manager for The Towu of South Windsor, Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed of said Town, before me. Commissioner of the Superior Court Notary Public My Commission Expires: STATE OF CONNECTICUT ) ss. South Windsor COUNTY OF HARTFORD ) Personally Appeared JEAN-MARC JACQUES, President of J.M.J. CONSTRUCTION COMPANY, INC., Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed, before me. � �u^10 1 6>1 I r l Commissioner of the Superior Court Netar-y Public bl IREAW euberr)-License<Igreernen.t.doe 3 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis gis.gps landscape architects October 18,2004 Town of South Windsor RECEIVED 1540 Sullivan Ave. O C T 2 20 04 South Windsor, Ct 06074 Attn:Mr. Jeff Doolittle,P.E. SOUTH WINDSOR PLANNING DEPT. Town Engineer Re: Emerald Green Subdivision,DPI Job No. 1930 t..Dear Jeff, We have enclosed revised plans for the above referenced project. The plans have been revised to address your comments. Our responses to each like numbered comment are as follows: 1. The disposition of Parcel A has been labeled on the plot plan and topographic plan. 2. The house elevation on Lot I has been reduced by 0.5 foot.The driveway for Lot 2 has been revised to show a slope at max 8%and the house elevation has been reduced by 1.7 feet. 3. Lot-to-lot drainage between lots 3,2, 1 and the existing lot at 887 Ellington Road has been addressed by adjusting the grading to show drainage swales which will direct the surface runoff into a yard drain on each of the lots which connect to the storm drainage system proposed in Church Way. 4. The detention basin is part of Lot 3.It will be maintained by JMJ Construction until future developments have been approved. 5. The inlet elevation to the detention basin 4 feet lower than the outlet elevation has been designed as such in order to treat a portion of the runoff into the basin and thus act as a water quality basin as well. The soils in the area reflect a high level of permeability,so infiltration will play a large part in the storm sequence.Additionally,drainage computations linking the proposed basin with the Unity Basin discharging to the Lakewood storm drainage system show the effectiveness of the basin in reducing the eventual runoff and discharge to Lakewood.Greater inflows of water from the Church Way basin would increase the peak discharge to the Unity Church basin and hence increase the intensity and flow of the water discharging to Lakewood.The design as shown benefits both properties. 6. The drainage report has been completed. We have added the missing Appendix A,noted Appendix H on the Table of Contents,and completed pipe flow calculations,a gutter flow analysis and a headwater analysis as requested. 7. A note specifying galvanized frames and grates for the catch basins has been added to the details sheet. 8. A stub for future connection to the storm drainage system has been added to the plans.No additional catch basins are needed in the cul-de-sac(see gutter flow analysis). 9. The proposed sewer main has been shown all the way to the existing manhole in Ellington Road. 10. The slope of the sewer main has been set at 0.4%in order to ensure proper coverage in Ellington Road and in the first section of Church Way.This slope is also required to service Unity Church if they should choose to connect in the future. 11. Sewer laterals have been provided for the existing houses on adjacent properties at 887 and 658 Ellington Road.With the limitations of our property boundary we are unable to provide a lateral to service the existing house at 909 Ellington Road 12. The sewer main upstream of p MH3 has been revised to show a steeper slope and thus be shallower than originally proposed. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 DESIGN PROFESSIONALS, INC. civil engineers .planners • surveyors . gis gis.gps.landscape architects 13. Provisions have been made to connect the properties at 909 and 658 Ellington Road to the public water system. Approximate locations of water laterals and an additional water main running north along Ellington Road have been shown on the revised plans. 14. The approved utilities for Unity Church have not been depicted on our subdivision plan because we are proposing connections via Church Way to the utilities in Ellington Road per an agreement between Unity Church and JMJ Construction. Our plans show existing utility lines and proposed utilities for this particular project only. 15. Potential impacts and/or proposed improvements to the two existing lots adjacent to the proposed road have been shown on the plans including:removing the existing fence on 887 Ellington Road,permission to clear growth along the property line at 887 Ellington Road,the removal of the existing driveway onto Ellington Road and the construction of a new driveway off Church Way for 887 Ellington Road,the removal of the septic system at 887 Ellington Road and the construction of sewer laterals for both properties,the construction of a water lateral for 658 Ellington Road,the saving of the large trees at 658 Ellington Road and the addition of two additional trees within the 20'street tree easement,grading at 887 Ellington Road to allow for a sidewalk,and the installation of a street light on Church Way near the proposed driveway at 887 Ellington Road.An agreement between the owner and JMJ Construction has been signed to allow for these improvements. 16. A WPCA application will be submitted once Planning and Zoning Approval is obtained. 17. A ConnDOT permit will be applied for by the Contractor prior to construction. Please feel free to contact me should you have any questions and/or comments. Sincerely, Becky Meyer Project Engineer Enclosures 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Dec 08 04 08: 28a Design Professionals 860-291 -8757 p. 2 12--Y01104 TUE 15-.35 FAX 660 5277100 Buck & Buck f�i;I it l BUCK & BUCK, 1.,LC FNGINEFRS 98 wADSWOk"fH STREET, NARTFORr), CONNECTICUT 06jO6 TN FPIrONi: 800-527-2677 JAMES A.r11MOY0M rAX 860-527.7100 ncvµv w U ROlplON Y.MUCK wILL{AM 0.ASTON IfH•ItDv UOOIWON W.YIIf4 Comm. 200312-2 December 7, 2004 Mr. Paul Otterway, President Lakewood of South Windsor 26 Pintail Circle South Windsor, CT 06074 Reference. Proposed Subdivision "Emerald Greens" South Windsor, CT Second Review Dear Mr. Otterway, I have completed my review of the revised plans and drainage computations for the subject subdivision. The plans and computations were submitted by Design Professionals Inc. (DPI) on November 22,2004, with a supplemental submission on December 2, 2004. 1 have the following comments. PLAN REVISIONS The most recent plans differ from the previous submissions in that part of the west end of"Teaberry Estates" (the active adult community)is piped to the east, away from the Unity Church development. All the drainage from the central and eastern parts of Teaberry are proposed to discharge onto land owned by;the Town of South Windsor, and thus to Quarry Brook. It appears at this time that the''-easterly drainage system will have no impact of Lakewood. There are also revisions to the arrangement and detailing of the detention basin. The computations address the comments in my previous letter, and demonstrate that the detention basin, in conjunction with the Unity ChurlNlh detention basin, will not increase the peak flow in the Lakewood drainage system, and will produce a minimal and insignificant increase in the total volume of storm water discharged to Lakewood. I generally concur with the conclusion of the drainage report. Any differences between My computations and DPI's are minimal, and fall well within the range of allowable engineering discretion. OUTSTANDING ISSUES 1. The project is dependent on a storm drainage ess(:!ment and right to discharge granted by Unity Church to JMJ Construction. Do the drainage rights granted by Lakewood to Unity Church give the church the right to allow others (JMJ)to discharge onto the Unity Church property and then onto Lakewood` This issue must be resolved by attorneys. Dec 08 04 08: 28a DesiCn Professionals 860-291 -8757 P. 3 ` 12,407/04 TUE 15:36 FAX 860 $277100 Suck & Buck WJU 'L BUCK&BUCK,LI,C' ENGINEERS .1 .1 Mr. Paul Otterway PAGE 2 UASK December 7, 2004 COMtd. 200312-2 2. Church Way is proposed as a Town Road. Is the'Towl 1 of South Windsor Willing to accept a road where the storm drainage will flow across two intervening properties, and through piping systems on the Unity Church and Lakewood properties, where the Town has no easements and no rights to maintain the. systems? 3. Plans for Teaberry Estates have not been subinitled to the Town for approval. If Emerald Greens subdivision is approved and constru+ted, and Teaberry Estates is not constructed for any reason, who will be responsible for the maintenance of the detention basin located on Lot 3 of the subdivision. Maintenance of the detention pond is essential for the safety of both Unity Church and Lakewood. 4. When (if?)the plans for Teaberry Estates are submitted to the Town, it is essential that the drainage system is consistent with the preliminary plan furnished to me by DPI. For the record,the plans are entitled "Topographic Plan, Teaberry Estates, Ellington Road, South Windsor, Connecticut,dated 9/10)04, Sheet 5A/9 and Sheet 58/9", and stamped "PROGRESS PRINT" , and "Plan/Profile, Lavender Lane, Teaberry Estates, Ellington Road, South Windsor, Connecticut, dated 9/10/04, Sheet 7/9", and stamped "PROGRESS PRINT". I enclose one copy of e@ch of the above referenced drawings for your records. Thank you for calling onus for this review. If you have any questions, please feel free to call. Sincerely yours, Buck& Buck, LLC ZC- Lr:.wrence F. Buck, PE enclosure: 3 prints L F B/w:1L1bI W I N W O R D 6ILETTE R S�2 00312-2L2.dw cc: Galen Semprebon, DPI Mar 02 05 01 : 06p Design Professionals 860-291-8757 p. 1 DESIGN PROFESSIONALS, INC. civil engineers♦planners ♦ surveyors landscape architects • giv • gps March 2, 2005 Marcia Banach,Director of Planning Jeffrey Folger,Environmental Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Emerald Green and Teaberry Estates Ellington Road/Route 30 South Windsor, Connecticut Dear Marcia&Jeff, On behalf of my client, JMJ Construction Co.,Inc., and pursuant to the above-referenced applications, I hereby grant to the Planning&Zoning Commission an extension of the time within which to schedule a public hearing not to exceed 35 days, and to the Inland Wetlands Agency a similar extension not to exceed 15 days.Please advise if additional extensions are necessary. Respectfully submitted, DESIGN PROFESSIONALS INC. BY: Peter R. DeMallie Principal CC: Atherton Ryan,Esq. JMJ Construction Co., Inc. Karen M. Isherwood,P.E. Richard L. Boston,R.L.A. 165 South Satellite Road,South Windsor,Coiu:ecticut 06074 Tel:(860)291-8755•Fax:(860)291-8757 Email:dpicivil@aol.corn MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer ( Date: 3/17/05 r RE: App 05-02P, Emerald Green Subdivision have reviewed the new proposed Site Plan for the Emerald Green Subdivision off Ellington Road and I have the following comments. These are in addition to my comments on the proposed drainage system dated 3/16/05. 1. Why is the slope of the sewer main less than the minimum slope of 0.5% for 750 feet from the existing sanitary manhole in Ellington Road to PSMH3? This should be raised to at least 0.5% for as long a distance as possible. Provide calculations documenting that the minimum cleansing velocity of 2.5 fps will be attained with the expected sewer flow and minimum pipe slope. 2. The sewer pipe location conflicts with PCB4. Also, the invert of PSMH 3 needs to be raised so it is not as deep and to give the pipe to PSMH2 a greater slope. 3. Show the elevation of the outlet from the detention basin on the topographic plan. 4. Will the proposed construction affect the existing shallow well at 909 Ellington Road? I think a water service and sewer lateral should be provided for this property. 5. Include a profile of the proposed sewer main in Ellington Road from PSMH1 to the existing SMH. 6. Change the half road width to 13 feet on the Typical Roadway Section detail. 7. Why is there a second detail for Bituminous Concrete Pavement? 8. Provide a detail for the proposed yard drains. These should be type CL catch basins. 9. 1 will discuss any comments on the drainage report with the Engineer. 10. WPCA review and approval is required for this site. 11. A permit is required from the ConnDOT for the construction of this new road off Ellington Road. Please call me(x 245)if you have any questions. MEMORANDUM (BAR 2005 To: Marcia Banach, Director of Planning Cc: Jeff Folger, Environmental Planner/Conservation Officer From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 3/16/05 O RE: App 05-02P, Emerald Green Subdivision App 05-03P, Teabeny Senior Residence Development App 05-13W—Emerald Green/Teabeny SRD Drainage The proposed drainage plan for the Emerald Green Subdivision and Teaberry Estates SRD off Ellington Road has been reviewed and public works has the following comments about the stormwater drainage system. In reference to the proposed ourfall by the Podunk River: 1. The proposed drainage discharge and easement on the west side of Ellington Road is not satisfactory to the Town for several reasons. There is a fence across the easement in two places that blocks access to the drainage structures and outlet. The standard Town drainage easement prohibits fences and other structures from being placed in the easement area. The easement area is too steep to allow maintenance vehicles to access to the drainage structures and outlet from the street. The outlet location will likely cause erosion of the bank and will be subject to siltation and clogging because the discharge is directed upstream and is on the outside corner of a sharp bend in the Podunk River. The drainage outfall is proposed down a steep slope consisting of highly erodable soils as is evident by ground water breaking out at the toe of the slope and several eroded gulleys in the area. The applicant needs to look for a better location for this drainage line and discharge. We suggest an existing eroded gulley to the south of the proposed location. This could be filled and graded to repair the erosion and allow for access for maintenance as part of the pipe installation. 2. There need to be underdrains and outlets designed and built along side of the proposed stormwater discharge line to handle the groundwater and prevent erosion along the drainage line. Construction details need to be included for the outlet rip rap plunge pool/level spreader. 3. The proposed drainage manholes in Ellington Road should be moved to the curb line and changed to catch basins to catch stormwater runoff in the road. There is a long flat area in Ellington Road in this location that often has many large puddles. 4. The drainage analysis included in the latest Stormwater Management Report needs to be clarified. It appears that some of the water currently draining to the eastern part of the site is being routed to the western detention basin which may or may not be beneficial. The discussion refers to the detention basins designed for Unity Church but the current application does not include a connection to the Unity Church basins. These items and possibly others need to be better explained. We have also reviewed the proposed drainage easement on existing Town open space for the Teabery Estates SRD off Ellington Road and we have the following comments: 5. The easement needs to extend past the end of the pipe to the end of the constructed drainage way. 6. It appears that an easement is needed from the downstream property owner to construct and maintain the drainage channel and or pipe on their property as well as the Town property. 7. The pipe should be extended to the bottom of the slope or further documentation provided that the proposed stone lined channel will not erode or the flow cause erosion. Details are needed for the proposed stone lined channel. 8. The Teaberry Estates SRD homeowners association should establish a fund for future maintenance of this pipe and drainage way. Please call me(x 245)if you have any questions. Appl #04-58P, Emerald Green Resubdivision Public Hearing 3-22-05 1. Request for approval of a subdivision to create 3 lots with a new public street from Ellington Road , RR zone. The site size is 15 acres. 2. Minimum lot size required in an RR zone subdivision is 40,000 sf. The minimum lot size proposed is about 43,600 square feet. Minimum required frontage is 175 feet; minimum proposed is 189 feet. Lot 3 is about 12 acres in size; an application for a Senior Residence Development on this lot is also the subject of tonight's public hearing. 3: The proposed road is a 600 foot cul-de-sac from Ellington Road. 4. The plan shows a driveway interconnection to Unity Church. There will be no new driveway curb cuts for houses onto Ellington Road. The existing driveway at 887 Ellington Road will be relocated onto the new subdivision street. Sidewalks are shown on both sides of the new street. 5. There is no open space requirement for this subdivision because there are only three lots. 6. There is a small amount of regulated wetlands on the property. An application was approved by IWA/CC on Oct 20, with a $5,000 bond for erosion & sediment control, and a bond for $5,000 for establishment of the stormwater basin. However, since the original IWA/CC approval, a new stormwater system has been designed, and an application for a modification is pending with IWA/CC. 7. The site will be serviced by public water and sewer. WPCA approval is required. 8. Street trees are shown on both sides of the new street except for property of the existing houses. We have suggested that the street trees along the detention basin be distributed more evenly. Karl Reichle, Superintendent of Parks and Grounds, has reviewed the proposed street trees and has noted that the Town's street tree specs need to be utilized and so reflected on the plans. If this application is approved, the Planning Dept has no additional approval conditions other than those items already noted. 4 � • LAY" 'Jul c4k Ag 4AV", all 1A Cu DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis ♦ gps Marcia Banach, Director of Planning March 29, 2005 Town of South Windsor . 1540 Sullivan Avenue South Windsor, CT 06074 OAR y 7 RE: Emerald Green and sOUT � zoos Ellington Road/Route 30 erry Estates y�f/�c'�ORPo'l4iftDEp, South Windsor, Connecticut Dear Marcia, On behalf of my client, JMJ Construction Co., Inc., and pursuant to the above-referenced applications, I hereby grant to the Planning&Zoning Commission a 45-day extension to close the public hearing and render a decision, pursuant to Connecticut General Statutes Section 22a-42a. Thank you. Respectfully submitted, DESIGN PROFESSIONALS INC. By: r Peter R. DeMallie Principal CC: Atherton Ryan,Esq. JMJ Construction Co., Inc. Karen M. Isherwood, P.E. Richard L. Boston, R.L.A. 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email:dpicivil@aol.com �Q.N N aF7 Town O-P SIOUL/t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 i1OSOR-CON�a4 TELEPHONE (860) 644-2511 CERTIFIED MAIL May 2, 2005 Mrs. Karen Isherwood Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: App105-02P, Emerald Green Resubdivision Dear Mrs. Isherwood: We are pleased to advise you that the Planning &Zoning Commission voted on April 26, 2005, to approve with conditions Appl 05-02P, Emerald Green Resubdivision on 15 acres to create 3 lots to be known as Emerald Green on property located on the easterly side of Ellington Road and northerly of Quarry Brook Drive, RR and A-20 zone as shown on plans prepared by Design Professionals, Inc., Project#1930-1, dated April 22, 2005, as revised. This approval is subject to the following modifications: 1. This approval is for 3 lots, numbered 1-3. 2. Concrete sidewalks,built to Town specifications, shall be installed on one side of the new street and shall be installed along Ellington Road to the edge of the Mill on the River parking lot. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police(copy enclosed). 6. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to t 7. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of$1,000,000. r 8�This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of 25,000 to ensure successful installation of the storm drainage pipe. ,9) Trees within the Street Trees Easement and any other trees on land that is currently or will in the future become Town-owned land are to be planted in accordance with the enclosed Tree Planting Specifications. The enclosed specifications must be included in the approved plans. 10. Prior to commencement of any site work, a meeting must be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. %12 All easements for conservation purposes, drainage or utilities,that may be required in connection with the approval of this subdivision,must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space,public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 13. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" =40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 14. If, for any reason, finished grading and other individual lot site work is not completed,the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15. Quantity estimates must be submitted to the Town Engineer(on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date,the Commission may, at its option, call the Letter it is holding. -16. A drainage assessment fee in the amount of$150 shall be submitted to this Commission. 17. The Town Engineer's review comments dated March 16, 2005 and March 17, 2005 must be addressed to the Town Engineer's satisfaction. 18. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 19. The signed agreement between JMJ Construction, the Clark's, and Unity Church to hook up the property at 909 Ellington Road to public water must be submitted prior to any construction. 20. The signed drainage agreement between the Podunk Ridge Condominium Association and —JMJ-Construction-must-be-submittcd prior-to-any-construction.- ------- ---- -----__—_ - --- ---_ _- 21. A fence must be provided along the westerly side of the detention area. Black and white transparent mylars of Sheets#4a and 4b 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 mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk by August 13, 2005. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. Wentzell, 'Cha an Planning and Zoning Commission cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education JMJ Construction, Inc. Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy N St I-� V! ' S.1�9� VI! C ..7 a 5 r, • �� &l7d4ot 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR-CO TELEPHONE (860) 644-2511 June 17,2005 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn:Karen Isherwood RE: Emerald Green,Ellington Road South Windsor,CT Dear Ms.Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of June 7, 2005, gave approval of the application as presented for connection to the Town's sewerage system for a three lot residential subdivision located on Ellington Road, South Windsor, CT; as more specifically shown on plans entitled "Emerald Green Subdivision, Ellington Road, South Windsor, CT," Prepared by Design Professionals, Inc., South Windsor, CT; Job No. 1930, Drawing No. 1930-5.DWG, Sheet No. 5A/10, Dated 9-10-04, with revision dates: 10-20-04, 11- 17-04, 3-10-05, 3-30-05,4-05-05,4-12-05,4-22-05, and subject to the following conditions: 1. The two existing homes located at 887 Ellington Road and 658 Ellington Road are not being individually assessed for the benefit of the sewer lines, but they will be charged properly according to the connection fees at time of connection. 2. Technical approval of the Town Engineering Department. 3. 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 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, Joseph J.Carmo,Chairman Water.Pollution Control Authority JC:ead Cc- Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer ,/Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector JMJ Construction Co.,Emerald Green Aug 04 05 08: 56a Design Professionals 860-291 -8757 p. l DESIGN P.ROFESSIONALLS, INC. civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis; ♦ gps August 4, 2005 Marcia Banach, Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Subdivision Extension DPI Proj. No. 1930 Emerald Green Ellington Road/Route 30 South Windsor,Connecticut Dear Ms. Banach, On behalf of my client, JMJ Construction Co., Inc., I Hereby request two consecutive 90- day extensions from the original filing date for recording mylars for the above-referenced project in the office of the Town Clerk. Thank you. Sincerely, DESIGN PROFESSIONALS INC. Karen` sherwoo Project tiger CC: JMJ Construction Co., Inc. 165 South Satellite Road,South Windsor,(.1ow Ct1Cut 06074 Tel:(860)291-8755.Fax:(860)291•,8757 www.designprofessionalsinc.com P SOW N Sf9 C� ti F' a ` -own o-P s-otdA ?d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�08 R-CO TELEPHONE (860) 644-2511 August 11, 2005 Mr. Jean Marc Jacques JMJ Construction 659 Ellington Road South Windsor, CT 06074 Re: Preconstruction Meeting—Appl#05-02P, Emerald Green Resubdivision Dear Mr. Jacques: IN ATTENDANCE Michele Lipe TOSW 1540 Sullivan Ave. 644-2511x 252 Peter DeMallie DPI 165 South Satellite Road 291-8755 Karen Isherwood DPI 165 South Satellite Road 291-8755 Denise Mazzoli Cox Communications 804 Parker St.,Manchester CT 452-5041 Jean Marc Jacques JMJ Construction 658 Ellington Road 670-1908 Nancy Jacques JMJ Construction 658 Ellington Road 282-0628 John Holden Herb Holden Trucking 59 Broad Brook Rd,Broad Brook, CT 623-8855 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Environmental Planner 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 Ellington Road, Calcium chloride or water is to be used for dust control as required. 4. Call Jeff Folger before clearing or installing drainage on west side of Ellington Road. r 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. Two (2)weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (if necessary) of the infrastructure,prior to final pavement. 6. Applicant/developer should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8.---Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 9. 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. 10. 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. 11. Any problems and/or questions regarding construction of this project will be directed to Mike Jacques in the field at phone#670-1908. 12. All filling to be done in accordance with Department of Transportation specifications.To be compacted in maximum lifts and tested as necessary. 13. Job meetings will be held as needed, and can be called by the developer or Town. 14. Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 15. 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. 16. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 17. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 18. No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. 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. 20. Inspection of gravel access roads required prior to placement of topsoil. 21. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 22. 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. 23. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvement specifications. 24. 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. 25. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment,town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. 26. A drain layers permit is required for installation of the sewer main and each building lateral. 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. Liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured,with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of 25,000, ensuring successful installation of the storm drainage pipe. 4. Trees within the Street Trees Easement and any other trees on land that is currently or will in the future become Town-owned land are to be planted in accordance with the enclosed Tree Planting Specifications. These must be included in the approved plans. 5. All easements for conservation purposes, drainage or utilities,that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space,public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 6. A drainage assessment fee in the amount of$150 shall be submitted to this Commission 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. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. 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, Michele R. Lipe, AICP Assistant Director of Planning MRL/rfs cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET A RD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) TM 08/12/2005 PRODUCER (860)242-7726 FAX (860) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Roberts Agency, Inc. RLMVED ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 31 Tunxis Avenue AUG ZOO5 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 805 Bloomfield, CT 06002-0805 INSURERS AFFORDING COVERAGE NAIC# INSURED JMJ Construction Company, I P ..A. I,NG DEFiINSURERA: Hartford Insurance Group - HBA Jean Marc & Muriel Jacques INSURER B: 658 Ellington Road INSURERC: South Windsor, CT 06074 INSURERD: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDINI ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MMIDD/YY DATE MMIDDA GENERAL LIABILITY 02UUVFC6279 06/01/2005 06/01/2006 EACH OCCURRENCE $ 1,000,0001 r COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,00PREMISES Eacu crenceCLAIMS MADE �OCCUR MED EXP(Any one person) $ 10,00A PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE Is 2,000,00( NEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICYX J PROECT LOC AUTOMOBILE LIABILITY 02UUVFC6279 06/01/2005 06/01/2000 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ A X HIRED AUTOS BODILY INJURY X- NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - - AUTO ONLY-EA ACCIDENT $ -- ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY 02RHVFC6083 06/01/2005 06/01/2006 EACH OCCURRENCE $ 2,000,000 X OCCUR ❑CLAIMS MADE AGGREGATE $ 2,000,000 A $ DEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION AND 02WBVGQ1009 06/01/2005 06/01/2006 X TORY LIMITS ER EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,00( OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,00( If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00( OTHER -- DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS E: Permit for Emerald Green Project, South Windsor, CT - Evidence of Insurance Coverages CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Town of South Windsor 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Att• Michelle Lupe, Planning Dept BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1540 Sullivan Avenue OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. South Windsor, CT 06074 AUTHORIZED REPRESENTATIVE 11(athy Morri son/BJR ACORD 25(2001/08) FAX: 644-3781 ©ACORD CORPORATION 1988 J- rk OY- 0�- DESIGN PROFESSIONALS, INC. 2005 civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis ♦ gps August 24,2005 Marcia Banach,.Director of Planning Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 DPI Project No. 04-1930 RE: Lakewood Sidewalk Easement Emerald Green Subdivision Ellington Road/Route 30 South Windsor, Connecticut Dear Marcia, JMJ Construction Co.,Inc. is required to install a sidewalk connecting Emerald Green and the Mill on the River along Route 30/Ellington Road,per Emerald Green's Planning&Zoning Commission site plan approval.As you are aware,Design Professionals,Inc. and JMJ Construction Co., Inc. have made a good-faith effort to secure a sidewalk easement from Lakewood Condominium to JMJ Construction Co.,Inc. for the construction of a concrete sidewalk along Route 30/Ellington Road. This easement would be turned over to the Town of South Windsor permanently upon completion of construction of the sidewalk.Russ Hopowiec, member of Lakewood's board of directors,informed Peter DeMallie this morning that this sidewalk easement will not be granted by the Lakewood homeowners. Accordingly,JMJ Construction will install the sidewalk,as approved,within the limited right-of-way along Route 30/Ellington Road. The exact location of the sidewalk will be determined in the field in order to avoid all existing obstacles within the right-of-way including, but not limited to: trees,utility poles, signs,mailboxes,etc. Please contact me with any questions. Thank you. Respectfully submitted, DESIGN PROFESSIONALS INC. By:_ Mi Andrea M. Momme Executive Coordinator CC: Jeffrey Doolittle,P.E.,Town Engineer JMJ Construction Co.,Inc. John Holden Peter DeMallie Karen Isherwood,P.E. 165 South Satellite Road,South Windsor,Connecticut 06074 Tel:(860)291-8755•Fax:(860)291-8757 www.designprofessionalsinc.com -17TE77 IW7� TOWN OF SOUTHMINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: -,j CHANGE ORDER CONTACT PERSON Phone No2114-75S A T Address�ja (oS S.SA�mul 00C/71 Site Name boa us- P&Z No. LL 'Owner Phone No. Contracto Si f Owner Signature o rlfi6W I Date. Signature of Design Eng Date: CHANGE: (Describe location ure change. Include Four (4) copies of pla /profile of Change. ) -K(m Fee U114A)m -L R JAI 14 6 _r,6P-bm H a C Reason for Change: (Why- . is change required) OF a1% EkIS-r/46 M, S maljj, Oro APPROVALS: (As Required) A A Dir. Of PlannIng Date: Town ''Engifieer Wt�t� Date: Wr. of Public W011<,18 Date: Other: . Date: STAFF COMMENTS.: White Town Engineer Yellow Applicant. MIA0 qarl n turl of vla Im Pink Director of Planning Goldenrod: - Engineering 9 Department mt wm VCT rmtr ARLU PVR: Jnr_r_ 1 "D opeommc mm EMERALD GREEN SUBDI VISIO 5A S10M RAM DRAW.'RAM CHECKED.• CBS E+LLUNGTOlV ROAD S v 1 1 N IT N A g g $ NO.: 19.30 DA 1P: 9-10-0410' ton - -- S�ItI'Q`IP �A7•Tt?,MgnR. tC®R1FT CTRC�T1C i rp in �gn s s vmi c �ry r 1 ti rn file rn 4 � Ln oX n� ; � ui�p � \ ' Nam' D• � ��I<\ CD 10 Sf4 co O , Tov'I fi O-P Sou f� V&U&ot G � M. � 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 sox CO TELEPHONE (860) 644-2511 September 20, 2005 Ms. Muriel Jacques J.M.J. Construction Company 658 Ellington Road South Windsor, CT 06074 Re: Appl#05-03P,Teaberry Estates-Construction of Model Home(s) Appl#05-02P, Emerald Green—Construction of Model Home Dear Ms. Jacques: We are pleased to advise you that the Planning&Zoning Commission voted on September 13, 2005 to approve the construction of 2 model homes and the clubhouse for Appl #05-03P, Teaberry Estates Senior Residence Development, subject to the following conditions: 1. All normal building procedures still apply, e.g.,provision of emergency access, building permit procedures, etc. 2. The model homes will not be offered for sale and cannot receive certificate of occupancy until the site bond is posted and final plans are filed in the Town Clerk's office. All normal certificate of occupancy procedures remain in effect. At the same meeting,the Planning and Zoning Commission also voted to deny the request for construction of a model home for Appl#05-02P, Emerald Green Subdivision. Sincerely, Timothy H.�entzell, Chairman Planning and Zoning Chairman THW/rfs cc: Chief Building Official Town Engineer Superintendent of Pollution Control Zoning/Wetlands Enforcement Officer l TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON_Kj J T&N6J?At10 i' Phone No. Address D-F-1 , *S S.3A-rC�L17C- W rND-56r'-*CT. WJ r74 Site Name [YrC�.A't-i�) C--..CE-r.,) St :11 V 1:,IOL1 P&Z No.(' -Q2-P Owner j,m. u �'t �.�5? _t1 C-��t11�J C G Phone No. 01 got-0(019� Contractor JOHM WLIPL Signature of Owner ,-,--Oj7 ' Q, Date: Signature of Design Engr, A JAIA kk - Date: US� CHANGE: (Describe location and ature`"of change. Include Four (4 ) copies of plan/profile of Change. ) KetQCC SLOPC 6F i' 4 `;M1i I17AjA1 E'(TE-tK16A) TU "(1-W A WA/ � C13 r Reason for Change: (Why is change required) VOID C .V ,-L C . Ty 6 SMCA, / APPROVALS: (As Required) _ r j Dir. Of Plannin �: f„L.. Date: Town Engineer Date: ; Dir. of Public Works Date: Other: - C -�.< , a";" _ i ti , , Date: STAFF COMMENTS: / ��� S L r( • � I. Cri�,S ;�4,1 .� i ' �.� c,h C.tlu"`.� r rr—�• --- F White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 00, \\ 1 \ AbPROx. Loci F � \ "Ig _ _-- ,\G�O_"----• '� / � ' •. I�.6t1s"�' � •r s \E�CIST- HOUSE N\ ERIC R. do RAq-IELLE CLARK ���J:B_ 1` r A _ \ M t \ E.I.P. 1 1 7 apt APPROX. LOCA110lt p r 6�` . t T• ` ` 1 lT VICE pk�p�b (TID CONNECT AS RM. / gb �( • ` ' By SUBDIV. APPROVAL) ,+r �p- - - - o cP A' 9 �, PSMH� F- t r\F, p0°�:��'l�l'•.t1-� \' G � ' \ 1• �• \_ 18-OAK .� .t .75.9 -"� \ \ ♦ \ \ ` 1 \\ ` y3P APPROX LOC. O �\ c.�4Y PROP. WATER SERVICE 9��iorC,a��G \1OIXIST. HOUSE yy TO CONNEC \ S• o �yc 08 l� gL APPROX. LOC. F� PROP_ DRIVEWAY 01• �,`+y r /r \ p ; ` 0♦'• ` �lb A ���y �Fs� �cc ` — 3 2 o V:81.25' �\ \ �` Q�Lk�• \/ ry, 0 BEECH ; t"'� ZO �pEN�- ��• ' C1 Tf:83. - 1.6 .47 oa \\ r t `4rJ � loovuA. '' / / PSMH2 TF•8 So 6 ' r. r I I 5 0 E A�° _ 66 23\ � P .. \fir \\, 212r24 •�O 3'S0 21 E \ L u i r . i .... 71ROPOSED456 1 �� ry �1�•'�,' L,r� \ / \ PROPOSED SAN. LATERAL TO (PULLWAlFM WAlEW Y (1O CONNEC PIPEFL-78 00 GTON ROAD MHt TAPPM GATE (TO(TO CONNECT) MATCH N 1y APPROX. LOC. GRADE(-79. \ EXIST. HOUSE i Z R`t• � 8 TAPPING GAG �!1 P)jROX�. -0Z� PROP. 10'-t2' �`'ti �� 11 �1 FiF� S �� PAVER DRIVEWAY TO CON' MIN. . TIMOTHY & KATHLEEN M. , �3,6 G. ' ROGER- _- $L VE & VAL g`( �• N TO EXIST DRIVEWAY - 50" MIN. G _ p p H. FROM INTERSECTION TEND ' - EXISTING'TREELINE / 1• �}. �� --- (O REMOVE EXIST. DRIVEWAY ` j►St tlj O \ 7� LOAM & SEED � � p�5 g 9 a 0 Mlet r �$ d PROPOSED TREELINE of \ m EXIST. R.S.K.MAILBOX CONTRACTORS, INC. It 2°-46 ego"�-e1 I�/•�II'l . SHED \ ji / 9 �� \ , I ROGER H. do DONNA S. ANDERSON 06bG36eNi aiiT4: �p • e QF ih T.X \ \ ISOOr '� �• PLE , � NOTES: REFERENCE 1) ALL MONUMENTATION FOUND OR SI CONNECTICUT STATE HIGHWAY 2 HORIZONTAL DATUM IS NAD '83. \\ \ �/ ���� ► ) DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR � g , EAST HARTFORD — WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT VERTICAL DATUM IS NGVD '29. \ i 11.200 FEET ROUT NO. 313 SCALE:1'=40' DATE: OCT. 30, 1931sp 3) FLOOD ZONE X — AREAS DETERMII ♦9124 • \ �/ 21.[Y1 [_7C11T 1 CTA7L wfyaWw nrn�oi+.c.a a.,.. ... ..... .._. r .._.._. ..---_- NluWuuTv o�uc� MM� �•n ■ ��� --;-;_: ... , - 5��1�����_��%��■MOM ME ME i0 im MA a ME i 'Wr-FRI IN I Aquo"a i /%III ■■���■�/��������mm! 111111EM ism■IIwilm kill �� Imm Mill jo ME ME WON .�� ��,— •----__.�•--.—e ll%■ �■O.II.`��:i.:�t:��, INE m■®MM ■1�� Ila" Emil MEM MKC MOM r• , ■■II■® �:. '�, iz ► ■1 LL Jail((i,_ •i . m__- MEN MM 11011P. M. ■■ � ; ��Li Imo ' 1 ,';� . �MEM 1011 = ; iNEMiT IT Tel. 860-291-8755 �� PRMARED FOR: , • _ PLAN P� OO FILE • D1 Fm landscape ]ELLINGTON ROAD • . � . �0*IN Se a y � �, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 September 27, 2005 Mr. Jean Marc Jacques J.M.J. Construction Company 658 Ellington Road - South Windsor, CT 06074 Dear Mr. Jacques: _ Re: Appl#05-02P, Emerald Green Subdivision Please be advised that the Planning and Zoning Commission voted on August 16, 2005 to grant two consecutive 90-day extensions to file mylars for the above-referenced subdivision in the Town Clerk's office. The new filing deadline is February 9, 2006. This extension is the final extension permitted under Connecticut General § 8-25. Sincerely, Timothy H. entzell, Chairman Planning and Zoning Commission THW/rfs CC: Design Professionals, Inc. s ' DESIGN PROFESSIONALS, INC. : civil engineers ♦ planners ♦ surveyors : landscape architects ♦ gis ♦ gps A�_r a SOUTH WINDSOR PLANNING DEP, August 4, 2005 Marcia Banach, Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Subdivision Extension DPI Proj.No. 1930 Emerald Green Ellington Road/Route 30 South Windsor, Connecticut Dear Ms. Banach, On behalf of my client, JMJ Construction Co., Inc., I hereby request two consecutive 90- day extensions from the original filing date for recording mylars for the above-referenced project in the office of the Town Clerk. Thank you. Sincerely, DESIGN PROFESSIONALS INC. e Karen sherwoo . Project M ager CC: JMJ Construction Co., Inc. 165 South Satellite Road, South Windsor,Connecticut 06074 Tel:(860)291-8755•Fax:(860)291-8757 www.designprofessionalsinc.coni Karen M. Isherwood Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Ms. Isherwood: Re: App105-02P, Emerald Green Subdivision This is to advise you that the Planning and Zoning Commission voted on January 24, 2006 to set the bond for the above referenced subdivision in the amount of$360,900. At the same meeting, the commission voted to reduce the bond to $169,038. A bond or letter of credit in this amount must be posed prior to the filing of mylars and issuance of building permits. Very truly yours, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official f r Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer C 30 Date: 1/18/06 u Re: Emerald Green Subdivision Bonds (05-02P) The Engineering Division recommends that the initial bond amount for the Emerald Green subdivision be established at $360,900. Based on the work completed to date this bond may be reduced to $169,038 Please let me know if you need any more information SAENGINEER\DOOLIT\Planning Reviews\2005 apps\EmeraldGreenSDBond.doc Memorandum DATE: January 24, 2006 TO: Planning and Zoning Commission FROM: Marcia A. Banach, Director of Planning RE: BONDS Bond Setting Engineering recommends a bond in the amount of$7,800 for improvements associated with Appl 05- 51P, Juknis Interior Lot Engineering recommends a bond in the amount of$360,900 for public improvements associated with Appl 05-02P, Emerald Green Subdivision Engineering recommends a bond in the amount of$523,890 for improvements associated with Appl 05- 03P, Teaberry Estates Senior Residence Development Subdivision Bonds APPLICATION AMOUNT REDUCTION BALANCE 05-02P, Emerald Green $360,900 $191,862 $169,038 CI . APR 2 4 2006 Lakewood of South Windsor SQDTHVIINDSOR PLANING DEPT. South Windsor, CT 06074 April 19,2006 Town of South Windsor planning Department 1540 Sullivan Ave. South Windsor,CT 06074 To Whom It May Concern: Directors of Lakewood of South Windsor,Inc• feel a prat o ed sidewalk the new The Board of D this is the opportune time to readdress a proposed construction season starts, This sidewalk is planned to start at Emerald Green,come along the front of Lakewood. along Rte. 30 in front of Lakewood and terminate at Mill n down by UmtY Church, go g the River. as it would be Prev' stated its opposition to this sidewalk, to The Board of Directors p busy,high speed street, and would add someone precariously close to Rte.30, a very costs for the Association and future undetermined liability, maintenance slip and fall on this walk. _three Association families of Lakewood,want to ask The Board,speaking for the ninety value added to the Town of South the Town once again to forego this sidewalk as any . compared to the potential costs to Homeowners at Lakewood o Windsor is minimal co p South Windsor. Manager,Bryan Palmer at questions,you may call the Association If you have any Q rrespondence sent to: 860-282-7377 or co G&W Management,Inc. 102 Pitkin St. East Hartford,CT 06108 Attn.:Bryan Palmer Sincerely, Board of Directors Lakewood of South Windsor,Inc. F TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON 'N ISI l C-JAA)0A)0 Phone No.Z 1/4 7 55 Address P! PO tat x !t V-7 J iN (jL' - O -74 Site Name Effl "111--1) CI U-JI ) P&Z No. O -62 Owner ftNS T 0( __,f L)�j Phone No. Contractor J l'YI C`4 N S T C U f� Signature of Owner I(-,eN,F Date: Signature of Design Engr Date: CHANGE: Describe location and nature o change. Include ( g Four (4 ) copies f plan/profile of Change. ) ►1 =i 0 tho-'.0 t 1 wA I u e�- Or C 1 e- 2— , Reason for Change: (Why is change required) E MWE. CIOk-m LA) n l ko I-F ek rcg- 7-& �.- APPROVALS: (As Requir ) f Dir. Of Planning Date: Town Engineer ;� �n.t., y) _: J�,;_I•f Date:_ , Dir. of Public Works Date: Other: Date: STAFF COMMENTS: r White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department LNwwi 92 r. 90 PR0PO 88 o')0 co EXIST. G 86 C6 rn �a w w U &i j "► 84 > � w x? ry APPROXIMATE C.L. OF 82 ' ELLINGTON ROAD 0 w X 1 % Ld 78 FL: 76.73 300'N8" PVC APPROXIMATE g WATE M Al LOCATION EXISTING � P 8 _ 12" WATER MAIN Spa--Oi° THRUST 74 ' HmprL .• 212 LF TER PSMH1 _USE45*EIENDS AND R STRAIN TF: MATCH EX. 72 10 OFFSET AS NEEDE ) IF THE GRADE( 80.04 STORM IS IN CONFLICT FL:-76.0 —7 5.32 20 LF N 18" 12" TAPPING HD FIE S=1.0% -ZTPCB1 EVE AND GATE 70 - VE 00 TF.79.75- FL(15" IN C 2)174.68- 76 59 FL(18" IN C A/OUT): 72.06 68 72.01 STA: 0+37.5 (13'-R TF:49-.7-5— FL: 74.85— 6.87 CB2-CB1 66 1�.0% DATUM ELEV a S= 1 .17� 65. 0 0 a� 0 O 00 v O In cD 00 N K N 00 I� I� 00 00 r- r I` O 00 O7 0+00 0+50 1+00 1+50 10 41 N szq � O O-P siou� c -t fi m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 JMJ Construction Co., Inc. June 1, 2006 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credits Appl 05-02P, Emerald Green Subdivision- The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Subdivision Alliance $169,03 8 8/10/06 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds,we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, 7 Michele R. Lipe Assistant Director of Planning MRL/bmm # �� 2 * _ TM, TOWN' :OF SOUTH WINDSOR STAFF SITE 'CHANGE + FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON S�1EWoo P Phone No '�' � Address 1anj#ofC. Cvr 6"bo7q Je x Site Name E�M1�R�it) �� �J � � z P&Z- o. A �- i e z. gZ-abZ$ Owner � Cav►fr t � Phone No z Contractor As4v Co, } Signature of Owne Date: ' Signature .of Design En Date: flJ' 0 CHANGE: (Describe location and ature of change. Include Four (4 ) copies of plan/profile of Change. ) f )(IMArull (-*brnON * [ Reason for Changes (Why is change required) C05+S 7 rXI, due . i U 1ora oil 2 es r :. APPROVALS: (As Required) Dir. Of Planning Date: Town ,,Engineer.., . 10JILSW Date: �! Dir. of Public Woks Date: Other Date: STAFF COMXENTS White - Town Engineer Yellow Applicant Pink —Director of Planning Goldenrod - Engineering Department " _ I oNo 0 \ UN HARTFDRD I R� EX. MON r� $� rr �P � r SNET N Cm \ \ \ r r 7R LIGHT �\ EX. MON. 1 \ 1 • rr �� c` \ AbPROX. LOA ` 6� �d \E aST. HOUSE \ NSF �5 1 \\ �► ,� \ ERIC R. RACHELLE CLARK � �� do \ ` \\ t �'✓` /l E.I.P. •"- \N\1l' V A` qq 1 1 \ Va CP 1 \ \ \ \ \ \ \ �- 78 OAK \ ,� \ G 25 APPROX. LOC. XIST. HOUSE / 0 �..,"/ l`t by vp "N"0" BEECH 'j0' s� E11Z V447 RCP S. = �s., t STOP OP � � I'I J\ .�rr1 ✓ T2O' ORAINA IN FAVOR OF 70%%W OF SOUTH �c �` . N� .� — vSEE i \ i. 7 dDM I I 5 t0N.� � *-RAP POOL, ` ` \\ �. ay / \ APPROX. IOC. EAST. HOUSE eI I a \ ' . \ . E• SIGN M. TIMOTHY At KAT141 FFN u I 9 A II SAINT EXIST. CURBIGK o II PAINT STRIPED EX ELEV. TO BE CROSSWALK ACROSS Z O EXISTING.BIT.DRIVEW Y O 9y TOTAL MAINTAINED.PROVIDE PER CURRENT CONN• w N/F ROW WIDTH RETAINING WALL AS D.O.T. SPECIFICATION >i x 2' POLE TO 6 o NEEDED ALONG PROPERTY w a LAKEWOOD EX, ELEV.TO BE p PROP•LINE V n LINE TINGMAINTAIN MAINTAINED. CONDOMINIUMS 4 (EX. POLE TO SIN GRADES 10.25' TOTAL �1 10.92' TOTAL (EX. POLE T TH O,�I•er BE RELOC. i dj8�. THE MILL ON ROW WID Row WIDTH BE RELOC. `J�r «2.2V) 0z 3 THE RIVER 2.3' POLE 10 A,,r"3`(Ex POLE TO «1,85') PROp.LINE BE RELOC. T6 P POLE / G • �� L=44,42 «3.3') 70 PROP.LINE �-S� ? G = m EX. SIGN 3 � ~- G = = I PED.)PNG x C 4 — G —. W G -b9 =1 - - G _ - 00 w�1E —APPROX. LOOATION N I — J?� EXISTING GAS MAIN, ; `�Ilitgll — F \ t 0 9 I ` 4 10*N S fq ?d&U&Ot Tiov� 07 � . m � wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SORT TELEPHONE (860) 644-2511 CERTIFIED MAIL July 31, 2006 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: App105-02P, Emerald Green Resubdivision request for Change Order We are pleased to advise you that the Planning&Zoning Commission voted on July 25, 2006 to approve with modifications a Change Order for elimination of sidewalk between Emerald Green subdivision and Mill on the River. This approval is contingent upon the construction of sidewalks on both sides of Church Street and Teaberry, including the completion of sidewalk running continuous along both sides of Church Street and Lavender Lane. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. • 'TOWN CLERK TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 29, 2006 SOUTH WINDSOR—PLANNING &ZONING COMMISSION At its July 25, 2006 Regular Meeting,the Commission voted to take the following actions: 1. Approve with modifications Appl 06-31 P, Copper Ridge Subdivision—request for an 11 lot subdivision of 7.7 acres of land located on the southerly side of Pleasant Valley Road, westerly of LeFoll Boulevard and northerly of Dawn Drive, A-20 zone. 2. Approve with modifications Appi 05-02P, Emerald Green Subdivision QMJ)request to eliminate sidewalk between Emerald Green subdivision and Mill on the River. 3. Approve Appl 06-01 P, Evergreen Walk Office South—request for a 90 day extension from the original filing date for recording mylars. 4. Approved Appl 01-24P, Strawberry Fields site plan—request for 60 day extension to come up with walking trail design(from July 25,2006)then 60 days to build, not to exceed the original one year extension. Approved the reduction/release pP of certain bonds Patrick Kennedy, Chairman April 16, 2006 Town of South Windsor Planning Department 1540 Sullivan Ave. South Windsor, CT To Whom It May Concern: The Board of Directors of Lakewood of South Windsor, Inc. feel that as the new construction season starts, this is the opportune time to readdress a proposed sidewalk along the font of Lakewood. This sidewalk is planned to start at Emerald Green, come down by Unity Church, go along Rte. 30 in front of Lakewood and terminate at Mill On the River. The Board of Directors previously stated its opposition to this sidewalk, as it would be precariously close to Rte. 30, a very busy, high speed street, and would add to maintenance costs for the Association and future undetermined liability, should someone slip and fall on this walk. The Board, speaking for the ninety-three Association families of Lakewood,want to ask the Town once again to forego this walk as any value added to the Town of South Windsor is minimal compared to the potential costs to Homeowners at Lakewood of South Windsor. If you have any questions, you may call the Association Manager, Bryan Palmer at 860-282-7377 or correspondence sent to: G &W Management, Inc. 102 Pitkin St. East Hartford, CT 0610E �� 2 Attn.: Bryan Palmer/ Sincerely, -e n1t Board of Directors ��✓l l� f� j1f f � _ Lakewood of South Winds C���� ell C a Ue L a �. Karen Isherwood From: taitlj@yankeegas.com Sent: Monday,April 24, 2006 5:15 AM To: kisherwood@designprofessionalsinc.com Subject: Estimate for gas relocation Ellington Rd. South Windsor Hi Karen, On Friday we discussed the work involved with installing a sidewalk between Teaberry Estates (JMJ's project) and The Mill on the River Restaurant. I've put together an estimate for relocating the 6" steel gas main around the three utility poles located on Ellington Road in South Windsor. The total cost would be approximately $63,612.00. Please feel free to contact me if you have any further questions. Thank you, Laurie Tait Yankee Gas ----------------------------------------- This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure, copying or distribution of this e-mail or the taking of any action based on its contents, other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates (NU) . E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses, and NU disclaims all liability for any resulting damage, errors, or omissions. 1 Ellington Road Sidewalk Installation Company gqMpany Contact Type of Utility Cost Yankee Gas Laurie Tait gas $ 63,612.00 Cox Denise Cable/Phone $ 7,000.00 CT L & P Don Schaeffer Electricity $ 2,243.00 AT&T Giuseppe A lieco Telephone $ 42,667.98 Construction Town of SW(bond est.) Materials/Labor/etc. $ 25,650.00 (855 LF @$30.00/LF) $ 115,522.98 CASE18 Page 4 of 5 I�� 05/19/2006 aw AT&T CONNECTICUT MAY-19-06 11:04 AM DATE FORM 3789(12/04) ESTIMATED COST FOR CUSTOMER REQUESTED TELEPHONE PLANT RELOCATION CUSTOMER'S AUTHORIZATION CUSTOMER'S NAME CUSTOMER'S TELEPHONE NO./FAX NO. J.M.J. CONSTRUCTION CO 860-282-0628 CUSTOMER'S ADDRESS, CITY, STATE, ZIP CODE CONTACT POINT 658 ELLINGTON ROAD, SOUTH WINDSOR,CT,06074 BILLING ADDRESS (IF DIFFERENT FROM ABOVE): CUSTOMER'S CONTACT TELEPHONE NO. 658 ELLINGTON ROAD, SOUTH WINDSOR,CT,06074 We have made an estimate of the cost to AT&T CT for the work involved in your recent request. This estimate and a description of the required work is shown below. This estimate is based on the work being performed during regular hours. If your requirements make it necessary to work on an overtime basis, you will be billed for the additional cost. The cost may also be adjusted for changes in Telephone Plant which may occur between the time of your request and the completion of the work. Only AT&T CT's costs have been included in this estimate. Any costs involving other utilities, etc., associated with your request are not a part of this agreement and must be handled by you on a separate basis. It is mutually understood by AT&T CT and the customer that the signing of this authorization form constitutes a binding contract subject to the condition that AT&T CT receives signed authorization and an advance payment of the entire estimated cost. It is also understood that performance of this work will be scheduled with consideration for AT&T CT's normal requirements to provide telephone service. If you wish to have requested work scheduled, please: Sign the authorization below, retaining a copy for your records. Forward the signed authorization with an advance payment for the entire estimated cost. A return envelope has been included. This amount is an estimate only. When work is completed, any additional charges may be billed to you. Any overpayment will be refunded to you.Final billing will occur 90 days after the completion of all associated work.Associated work is defined as both the work required on the customers premise and any work in the vicinty, driven by this specific request. PURPOSE OF WORK LOCATION OF WORK RELOCATE POLE LINE INTF-2345- ELLINGTON ROAD, SOUTH WINDSOR,CT,06074 ESTIMATED COST ENGINEER TELEPHONE PROJECT NO. $ 42667.98 AGLIECO,GIUSEPPE 860-725-4295 5886200 Authorization: I do hereby warrant that I am empowered to authorize performance of the above described work, that I do so, and that I agree to assume responsibility for all costs incurred by AT&T CT associated with this work. AUTHORIZATION SIGNATURE DATE Print Signature Title/Company Name CONTROLLER'S USE ONLY DATE FWD. TO CUSTOMER DEPARTMENT DATE FWD. TO ENGINEER DATE CANCELED REMARKS: MAIL TO: Attn: CR Billing Overnight Only TO: AT&T CT Attn: CR Billing/Case 18 P.O. Box 9462 AT&T CT 3rd F1oor,310 Orange St. New Haven, CT 06534-0462 New Haven, CT 06510 AT&T CONNECTICUT Routing: N. Daley Senior Accountant 3L6 / 10-03-03 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION vvENERAL: CHANGE ORDER CONTACT PERSONklAQal jSA (Aaj) Phone No. Address 1 L O& 7 fI IVA tv Ayer^ Site Name P5jAP&Z No. -G Owner �/ ►`1 (�<n ;C i�t TlttN Phone No. 2.Q.. 2, 2{�j Contractor TMJ ANSTCUL—ni)A) I Signature of Owner Date: / }� Signature of Design Eng�:= f` Date: CHANGE: (Describe location and ature ol change. Include Four (4 ) copies of plan/profile of Change. ) L may: Reason for Change: (Why is change required) t .,.Y T.— f V-.._-✓Il / I4 1 Vl..... \ l Il t _ `) F; iF-'� l , S/�+l' I 4�j ".Ji /"_a( l it•�.M /l. ...-l..✓/I/ f IV.i APPROVALS: (As Required) Dir. Of Planning ,i Date: Town Engineer Date: -7, 410 e, Dir. of Public W 'is Date: Other: _ Date: i 1 STAFF COMMENTSv., f. t White - Town Engineer Yellow - Appl'cant Pink - Director of Planning Goldenrod - Engineering Department t�W N S't O J 5 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR co TELEPHONE (860) 644-2511 December 29,2006 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credi merald Green Resubdivision The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS Bank AMOUNT EXPIRATION Subdivision Alliance $169,038 03/10/07 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/pmm P.O.BOX 1167 RECEIVED 425 SULLIVAN AVENUE • SOUTH WINDSOR,CT 06074 BAN 2 3 2007 PHONE: 860.291.ii,755 n FAX:860.291.!:t757 Ins www.designprofessionalsinc,com SOUTH VdINDSOR PLANNING DEFT. CIVIL & TRAFFIC ENGINEERS ! PLANNERS I SURVEYORS / GIS ANALYSTS I LANDSCAPE ARCHITECTS January 23,2007 : Town of South Windsor 1540 Sullivan Ave. South Windsor,Ct 06074 Attn: Ms. Marcia Banach,Director of Planning • Re: Emerald Green Subdivision,Church Way • Dear Marcia, We have included herein a request for a bond reduction to the maintenance level for the above referenced project. Based on the work competed since the previous reduction,the total bond reduction would be to from$169,038.00 to$35,565.00. JMJ Construction is also requesting a release of the following bonds: $25,000—Storm Drainage Bond $ 5,000 - Sedimentation Control Bond $ 5,000— Stormwater Detention Basin Please review the enclosed,and call with any questions or comments. Sincerely, ? t '1 Karen,:Isherwood,F . Enclosure CC: Jeff Doolittle, P.E. Jean Marc Jacques • e • • • • • • • • • • • • VJ/LL/LV V.• aVl• 1J.1V t:•fA VVV V�1 •�Vv w�.0 ..------ -v..0 ---- I �a►yO1V3SIGn PROXCT: Gm a ra(d 4 r1e! TOWN OF SOUTH WINDSOR STREET: Church W1Y BOND ESTIMATE FORM Pa I.D.: APPt_. OS p2P 2002 CALENDAR YEAR . ENGINEER. J A ik DATE 12 30 05 ` Bond Bond Reduction Reduction Wit Cluantily Unit Price Cost No.1 No.2 1_ Clearing&Grubbing LS q 2- Strip&Stockpile Topsoil CY 470 2.00 10,00 Earth Excavation (Excudkv Roadway& 3. Trench) CY 10.00 4. Roadway Excavation CY 25 12.oa 1900,16 0O,1 5. Earth Trench Exc_04 CY 15 6 10.00 7560,oo l 9 90 6_ Earth Trench Exc..0-1 o CY (641 12.00 22! y. 5511 7. Earth Trench Exc.0-15 CY 256 15.00 3 0%. 760 = 8. Earth Trench Exc_0-20 CY. 18.00 9_ Roadway Exc_(Rods. CY 50.00 10. Rock Trench Exc.G4 CY 50.00 Rock.Trendt Exc.0-10_ . .CY.-. - _.75.00. .- _ _..... ..:............_._ _....:. 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc-o-2o CY 150-00 14. Formation of Sdbgmde SY 2357 1.50 3 5 3S,S� 15. Subbase Grave! CY 3 93 20_o0 78 6 0• 7 6 U 16- Proud AgTegate TONS, CO-7 18.00. i 2366. 1 z3b b 95 *17. Comrrm Borrow CY 7 7o woo -7 700 18. Gravel Borrww CY 15-00 Bit..Concrete 19- (Class 1) TONS 20-7 5o oo A35 0, /o 3 50 Bit Concrete Q 20. (Class 11) TONS 207 55.00 � 3.(!5= 11305 11 39s varies _ . .. Sub-Total S. 5035Z .00./ Page 1 of 6 Bond Bond Item , �u� w o on Unit Quan Unit Ptioe Cost W.1 N 2 21. 6-Asphalt Lip Curbing LF !6 20 3.00 4040 1860 22 Road Wdening Complete SY 50.00 23. Conc Sidewalk 4`Wig ILF j5z0 30.00 4 56 00 wee 3750.00 STORM DRAINAGE SYSTEM C0IAPONENTS 4. : 60'RCP Gass tV in Place LF 130.00 - 25. 54"RCP Class N In Place LF . 100 .00 26- 48"RCP Cim IV In Place LF 75.00°- 27. RCP Class IV in Place LF 65.00 36'RCP Class N In Place LF 60.00 - 29. 30'RCP Class IV In Place- .LF : 50.00 30. . 2C RCP(lass IV In Piece LF 7 0 42-00 219 0 31. 18"RCP Class IV In Place LF35.00 32. 15'RCP Class IV In Place LF 33. POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 2100 35. 10'ADS-N-12 or Equal 22.50 36. 12'ADS-N-12 a L F• - 0 24.00 I L y0 37.- 15'ADS-N-12 or Equal L F -3% 2&50 38. 11r ADS-N-12 or Equal. L F Vo 28.00 1110 HvPF- L1: A10 300 10900 pl 24'd C PP �� 1-10416,iv 3120 � perc Pi/c Lt: .:276 y 860 . • : 3,750.00 Sub-T.W$ Q. CpCr rJ OLI(60. vo.1 Page 2 of 6 r Rem Bond g /67 UIVDERDRgq� OW Uri Unit Pnoe ReductionC �.2Rort '39. 6'PVC SDR 35 In Place LF • 15.00 - - 40- 8"PVC SDR 35 in Place LF R�RAP 20.00 -.41. Modified CY - Z 45.00 Inlemtediate Ri CY - 4$.00 43: Standard Ri ORAINAGty 45.00 STRUCTURES 44. Type•C.Catch Basin EA J 1500.00 + Soo 1 45. T 'C'Double Grate EA 2000.bo Type'C-L`Calms Basin _A f 500.00 47. i Manhole EA 1500.00 6Qd0 48. Manhole w%Drop lntet - _ EA 2500.00 49. M�hote O w Ten Feet EA 50. - EA. 51. EndNrali EA 52. Box Culvert LF W. Is*Flared End EA Z 450.00 RQQ i 54. fg-Flared eWEA _ 500.00 55. 24'Flared&W. EA- 56. 36•Flared End Sub-Total S p i Page 3of6 BMW BmW I Reduction Reduction Item lion Unit Unit Price • Cost No.1 No:2 57. Deterdw Outlet SOtxiue EA 2500.00 z 5ioo ur Wide Gravel Access 58. Road LF- Zoo woo 3 0 U0' 3000 59. Reset M.H.or C.B: FA 550.00 SANITARY SEWWER COMPONENTS 61_ 12'PVC In Paace SDR 35 LF 40.00 62. Ur PVC In Place SDR 35 LF 37.00 63. W PVC In Place SDR 35 LF 707 35.00 3 4545 ✓ 64. ' 6"PVC In Place SDR 35 LF 30.00 SANITARY SEWER STRUCTURES ss. San Manhole FA 1,5W.00 6 000. Sar,ifty Manhole W Drop 66. fntet EA 2,500-00 Sargary Manhole over 10 67. FT. 2,000.00 68. 69. STRUCTURES&WSC.ITEMS ' 70. Retain Watl . .. .. 11. Fence ) LF Guide Rad 72. ype: LF Sub-Total S i�o`I • 5-00U ,o� Page of 6 Bond bond Reduction Reduction hem Description Unit Quantity, Unit Price Cost No.1 No.2 73. IEnd Anchorage (Type.- FA 74. Guide Post - EA- - 100.00 75. Pavement Marking LF 12- 1.50 1 1 8 i 00 76." IstreeLskins EA 1 100.00. 100 1 o v 77_ Traffic Signs. EA 100.00 100, t O C 78. Street lights EA S 1.000.00 0000 9000 79. FumistirngtPtaang Topsoil SY 1 SOD 2.50 3-7 5o -3-7 50 Fertilizing.Seeding and ' 80. Muk ing SY 1500 250 3750 37 5 v 81. - Trees EA 200.00 MamtenanceJProtiectiort of 82 Traffic LS 83. Conshms n Staking LS goo goo 84. AS- LS 6. .w �5o b5v 85. iron Pins FA 15 1W.001 2,150 zZ S 250A0 86. concrete Morwments EA 10 300.00 000 3000 31 000.W 87. Driveway-Bit Conc. SY 200 25_oo '7000 '7000 700•00 88. 89. so. *varies 12�1,(og.w l Sub-Total-$ `-}-tt"tT' 2- l Page 5 of 6 • i� 1 Orig wd Estimate Bond Reduction#t .Bond Redaction#2 I' = Sib-Total Page 1 59 AN.5os 5o 3 52. coo $ 117 385 CV � Stir-Total Page 2 $ 5i 8.UO$ 50 b . o y $. 3�750.00 s Sub-Total Page 3 $ �ee+ 9 50 t() $• Sub-Total Page 4 s 4 U 0 5•0 0 $ 5 oo O. v 0 $ j Sub-Total Page 5 s X-9 41 ,00 s 2-4 q I fl 1&12 0,Of) -Sub-Total s 2 so 1 23© $ ZI-103.ad 4 25%Contingencies x Sub-Total: 32. TOTAL s '355y i I b 9037 So s . 4,Z5 3;9 5- -- 1 �� o� t�,EQilEsr c�� ��_.:aotaD standard forms/bonds/bond estimate fam I. . TO J'11 � "EN�hNGE GE,fE 35, 9 00 Page 6 of 6 If III �I February 9, 2007 j Memorandum i To: Marcia A. Banach, Director of Planning j r. From: Jeffrey Doolittle, P.E. Town Engineer (3 Date: 2/9/07 Re: Emerald Green Subdivision Bonds (05-02P) L! Design Professionals has requested a reduction in the site bond for the I' Emerald Green Subdivision. Based on the work completed to date this bond may be reduced to $49,300 Please let me know if you need any more information I i I I I i I f 1 2 �aWN Sf4 xF 0-p s,ou � � V m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SO CO TELEPHONE (860) 644-2511 February 15, 2007 Karen M. Isherwood Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Ms. Isherwood: Re: Appl 05-02P,Emerald Green Subdivision This is to advise you that the Planning and Zoning Commission voted on February 13, 2007 to reduce the bond for the above referenced subdivision to $49,300.00. Please forward an amendment to the letter of credit we are currently holding showing the reduction. Very truly yours, Patrick Kennedy, Chairman, Planning and Zoning Commission PK/jsv cc: Town Engineer Chief Building Official r C)5, 5, OW Y I Y /'.J A D E.I . Pa II EX, BROWN STONE l� N Rq IF ll ,/ cyn ll N46°52'52"W k ll 5.24' /I PROPOSED STORM DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR o AREA = 388 S.F., 0.089 AC. C7 // / d-.. . Q I MAP REFERENCE: 1. TOPOGRAPHIC PLAN,RESURVEY PREPARED FOR EMERALD GREEN SUBDIVISION ELLINGTON ROAD, SOUTH WINDSOR,CONNECTICUT SHEET 5A OF 10 DATE:9-10-07, REVISED 9-2-05 SCALE 1 INCH = 40 FT. BY DESIGN PROFESSIONALS, INC. NOTES: I/ �, 1. THE PURPOSE OF THIS MAP IS TO DEPICT AN EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR OVER LAND N/F JMJ CONSTRUCTION. / I/ _'.'. S07'52'33"w aka co NIP 2.AREA OF THE STORM DRAINAGE EASEMENT IS 388 S.F.,0.089 AC. ' ' \ �56.73' S UC ll n ,y lI Z l SET �� 790 J I � � I �— 2pp � ?3'/ Fq SURVEY NOTES: / / ( ;p 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20to -300b-20 /+ CO`Jl/ ` OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- "STANDARDS FOR SURVEYS AND MAPS IN THE STATE /^� l OF CONNECTICUT. PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC.,SEPTEMBER 26. 1996. I {�. ��.J6 `10 \ THE LOCATION OF r— A PRO 0 DE OF SURVEY DRAINAGE EAIS AN SEMENT RELATIVE TO EXISTI DED GMENT PLAN- AND IS N PROPERTY LINES AND CT IMPROVEMENTS. THIS IS A DEPENDENT RESURVEY BASED MAP VICE 1. Li ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. �.l • TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 0.8 12327 C.N D LAWRENCE R. GEISSLER, JR. LIC. No. Tel. 860.291.8755 PREPARED FOR: SHEET 1.UNLESS OTHERMSE NOTED,EXISTING UTILITY REVISIONS GRAPHIC SCALE Fax 860.291.8757 A o d LOCATIONS AS SHOWN ARE BASED ON AVAILABLE INFORMATION.ALL EXISTING UTILITIES 20 Q 10 2O �� flff CONSTRUCTION �aREMENT PLAT SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2.ALL UTILITIES ARE TO BE STAKED IN THE FIELD 111 BY CONSTRUCTION LICENSED LAND SURVEYOR PRIOR TO ELLMIGTON ROAD (CT R01= 301 �F 3.THISPLAN. CIVII engineers planners surveyors a4AMN BY.• MNA Jag NO.: f930 A 3.THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 20 ft. landsca a architects • is i 1I oMF E PR oNNAALD ENGINEER/SSURRVEroR. NO. DATE DESCRIPTION BY 8 6P SOUTH WINDSOR. CONNECTICUT rmw eY. iRD DATE 115107 SullivanII an Avenue. PO-Box11 Windsor.-Connecticut6074 o� �0* Sf4 a s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�QSox-co TELEPHONE (860) 644-2511 June 30,2008 JMJ Construction Co., Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credits Appl. 05-02P,Emerald Green Resubdivision The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Emerald Green Alliance $49,300.00 8/11/08 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe -- Assistant Director of Planning MRL/ma SOW" Se, 4 � 011 � ~ 7 M. s � � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 o c•co � TELEPHONE (860) 644 2511 August 10, 2009 J M J Construction Company Nancy Jacques 658 Ellington Road South Windsor CT 06074 Dear Ms. Jacques: Re: Expiring Letters of Credits Appl. #05-02P, Emerald Green Subdivision The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Emerald Green Sub Alliance $5,000 10/20/2009 Emerald Green Sub Alliance $5,000 10/20/2009 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, [2 , Michele R. Lipe Assistant Director of Planning MRL/ma SSW N Sf� x E' s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR CONS TELEPHONE (860) 644-2511 August 10, 2009 J M J Construction Company Nancy Jacques 658 Ellington Road South Windsor CT 06074 Dear Ms. Jacques: Re: Expiring Letters of Credits Appl. #05-02P, Emerald Green Subdivision The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Emerald Green Sub Alliance $49,300 08/11/2009 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, 402 Michele R. Lipe <22—_ Assistant Director of Planning MRL/ma Law J.M.J. CONSTRUCTION COMPANY 658 Ellington Road RECEIVED South Windsor, CT 06074 (860) 282-0628 SEP Ll 12009 Fax: (860) 528-7889 SOUTH WINDSOR PLANNING DEPT. August 31, 2009 Town of South Windsor Atten: Michele Lipe —Assistant Director of Planning 1540 Sullivan Ave. South Windsor, CT 06074 RE: Letters of Credit Emerald Green Appl. #05-02P Dear Mrs. Lipe, We are hereby requesting the release of the two letters of credit in the amount of $ 5000 each for Emerald Green Subdivision. The work has been completed. Please feel free to contact us if you have any further questions. Sincerely, t4fan\c—y acq es Office Manager, J.M. . Construction Co., Inc OW N Sf4 co C: :D O-P S,91� ?d&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �r�OSOR-CO TELEPHONE (860) 644-2511 September 15, 2009 J M J Construction Company Nancy Jacques 658 Ellington Road South Windsor CT 06074 Dear Mr.Jacques: Re: Appl. 05-02P, Emerald Green E&S bond release Appl. 05-02P, Emerald Green Stormwater bond release This is to advise you that the Planning and Zoning Commission voted on September 8, 2009 to release the bond for the above-referenced project in the amount of$5,000. At that same meeting the commission voted to release the$5,000 Stormwater bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION Y� 6 '�( )_`Iuk_� Patrick Kennedy, Chairman PK/ma cc: Town Engineer January 12, 2010 Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer Date: 1/12110 Re: Emerald Green Subdivision Bonds (05-02P) The developer has requested a reduction in the site bond for the Emerald Green Subdivision to the maintenance level. . The public improvements fro this subdivision are substantially complete and this bond may be reduced to $36,090 Please let me know if you need any more information 3 J.M.J. Construction Co., Inca 658 Ellington Road in r 07 T 0 4`South Windsor, C 6 (860) 282-0628 February 9, 2011 * ' Town of South Windsor Attn: Mrs. Michele Lipe �yy 1540 Sullivan Ave. South Windsor, CT 06074 RE: Bond Release Emerald Green—Site Bond Appl.05=02P Dear Mrs. Lipe: We are hereby requesting the release of the Site bond Appl. 05-02P for Emerald Green Subdivision, the work has been completed Please feel free to contact me if you have any further questions Sincerely, Oanc1yatcq`-u`es