Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Title Search
Prior Owner HistoryLocation:Owner Of Record Map Id:Zone:Card No:Last Update: Census/Tract Dev Map ID Assessment History (Prior Years as of Oct 1) Volume/Page Date Sale PricePermit Number Date Permit Description Land Building Outbuilding Total Total Land Value Total Building Value Total Outbldg Value Total Market Value Sales Type ValidAppraised Value Comments State Item Codes Information may be deemed reliable, but not guaranteed. Acres 490 Appraised Totals Unique ID:Date Printed: Code Quantity Value Neighborhood: Land Type Acres 490 Total Value Total ExemptSupplemental Data Type Acres Value Type Acres Value Totals Application Date:Expiration Date: Utilities Revaluation Date: GIS ID Route District 5/28/20240 2020 11-Residential Land 257 CHESTERFIELD RD257 CHESTERFILED RD, OAKDALE, CT 06370 0 57,890 P2023-0012 MHP/Subdivision 0551/0792 47,220 5/28/2024 15,870 E5-H2 58.12 190,800 190,800 029/066/000 10/18/2021 STREET NUMBER ASSIGNED AT OWNERS' REQUEST % HILTON SCHWARTZ R80 0 F4 0 E2023-0200 27,000A0102500 58.12 2023 TARRAGON CORPTARRAGON CORPMOHEGAN HILL DEVELOPMENT LLCASSOCIATED FUNDING COSCHWARTZ HILTON H R60 42,020Excess 0649/0942CASH ZACHARY FRANCIS 22667 363,800 1475 1.84 0000 0639/0019 10/15/201812/11/20067/23/20101/1/19019/24/19870111/04950193/06040501/0465 22667 57,890 57,890 47,220 No 312,550 57,89057,890 M2023-0158 57,890 62-Forest 13-Residential Dwelling No 58.12 58.12 1 Of 1 1.00 0125,0008/14/20235/15/20232/17/202311/4/2022 10/1/2021 Street Description No 10/18/2021 10/29/2019 254,660 School District Paved 554,600 312,550 6952.01 2024 2712 2021 58.12 1.84 0 0 B2022-0616 Oakdale Quit ClaimWarranty DeedWarranty Deed 758,500 254,660 0 Electric, Sewer VisionPID No 254,660 0.00 Forest Warranty Deed No House Lot NoMontvilleCO-NEW SINGLE FAMILY RESIDENCE (2500 SQUARE FOOT)CA-ELECTRICAL SERVICE AND ROUGH ELECTRICCA-NEW HOME PLUMBINGCA-GAS FURNACE, ON DEMAND WATER HEATER, CONDENSER, GAS PIPING 2022 Building UseOverall ConditionStoriesDesign (Style)ConstructionYear BuiltPercent CompleteOutside Entry Attic Access Heating TypeFuelCooling Type Detached Component Computations Foundation HVAC Interior Floors Exterior Roof Cover Roof Type Class Type Area/Qty Room Summary DescriptionGeneral Description Exterior Unique ID:Location:Map Id:Area/Qty Type Area/QtyYearYear Units Total Building Value: Finished Area Condition Condition Special Features Sump Pump Walls Total Bedroom Kitchens Full Baths Half Baths Type Count/Area Bath CondKitchen Cond Attached Components Type Year Area Basement AreaFinished BasementGarage Bays Card No: Utility Sink 216 Typical 21 No 1 Of 1257 CHESTERFIELD RD2106 1248Forced Hot Air 029/066/000416Single Family 1 Central 41621062106112 2023 20232023 2023 Half BathsHatch0 Propane Gas Vinyl Siding 75 0 Base RateCentral AirBasementFull BathsFireplaceWood Frame 1 2.00100 Extra Sink 5 Frame Garage Open Porch Wood Deck 363,8001 CapeA0102500 1 Average Asphalt Drywall Fireplace Gable Montville 2 NoC+ SCCOG May 28, 2024 Property Information Property ID 86-029/066-000 Location 257 CHESTERFIELD RD Owner CASH ZACHARY FRANCIS MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT SCCOG makes no claims and no warranties, expressed orimplied, concerning the validity or accuracy of the GIS datapresented on this map. Geometry updated 05/31/2017Data updated 09/21/2023 Print map scale is approximate. Critical layout or measurement activities should not be done using this resource. 1" = 697.5720515501464 ft Book: 649 Page: 942 Page: 1 of 4 Page: 942 Page 1of4 Tl Doc ID: 002907000004 Type: LAN «B49 942-945 AFTER RECORDING, RETURN TO Edwin C. Higgins, II] Bachand, Longo & Higgins P.O. Box 528 168 Main Street Putnam, Connecticut 06260 SPECIAL WARRANTY DEED TARRAGON CORPORATION, a Nevada corporation (the “Grantor”), having an address at 192 Lexington Avenue, Suite 901, New York, NY 10016, for and in consideration of the sum of TEN DOLLARS ($10.00) cash and other good and valuable considerations to Grantor in hand paid by ZACHARY FRANCIS CASH (the “Grantee”), having an address at 19 Lloyd Rd, Waterford, Connecticut 06385, the receipt and sufficiency of which are hereby acknowledged and confessed, has hereinafter set forth, GRANTED, SOLD and CONVEYED and by these presents does GRANT, SELL and CONVEY unto said Grantee, that certain tract of land, as more particularly described in Exhibit A attached to and made part hereof for all purposes (the “Property”). This conveyance is made, executed, and delivered by Grantor subject to all matters of record, without reimposing any such matters (collectively, the “Permitted Exceptions”). TO HAVE AND TO HOLD the above described premises unto Grantee, its successors and assigns, and Grantor does bind itself and its successors, subject to the matters set forth in this deed, to WARRANT AND FOREVER DEFEND, all and singular, the said premises unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof by, through or under Grantor, but not otherwise. EXECUTED this 27 “day of October, 2019. GRANTOR: TARRAGON CORPORATION, aN: » Mh corporation Name: William S. Friedinda* “ Title: CEO ACKNOWLEDGEMENT STATE OF NEW YORK § COUNTY OF NEW YORK. This instrument was acknowledged before me on the g yy of October, 2019 by William S. Friedman, as CEO of Tarragon Corporation, a Nevada corporation, on behalf of such corporation. Ih, Wig, QUINA . Re Ll 2riw tsk >< ,/OF NEW YORK\ ¥ Notary Public, State of New SATADY DIIRTIC \ = . zz NOTARY PUBLIC 1 = = Conveyance Tax Collected = AN Qualified in Bronx County IS = ( 7, 5 % oan OLVE6323719 ’s = $ 3 —‘Siate re) A “Town S ~ ‘N 4 S Gi 7 2] \\ Town Clerk of Montville Book: 649 Page: 942 Page: 1 of 4 Book: 649 Page: 942 Page: 2 of 4 Book: 649 Page: 942 Page 2 of4 SGA Legal Description A certain tract or parcel of land situated in the Town of Montville, County of New London, State of Connecticut being bounded and described as follows: Beginning at a point on the northerly line of Chesterfield Road, said point marking the southeasterly corner of land now or formerly or Robert & Pamela Howard and the southwesterly corner of the herein described parcel and running thence N 1° 55’ W a distance of 2391.5 feet to land now or formerly of Michael, Jr. & Marian Brycki, Trustees; thence S 76° 17° E a distance of 653.3 feet partly along a stone wall to a drill hole, bounded northerly by said Brycki; thence S 78° 52’ Ea distance of 150.1 feet along a stone wall to a drill hole, bounded northerly by land now or formerly of Christine Job; thence S 77° 21’ Ea distance of 150.2 feet partly along a stone wall to a drill hole, bounded northerly by land now or formerly of Frances Ponton; thence S 78° 12’ Ea distance of 261.6 feet along remains of a wire fence to an iron pin, bounded northerly by land now or formerly of Joseph Ross; thence S 79° 16’ Ea distance of 228.8 feet along remains of said fence to a tree, bounded northerly by land now or formerly of Charles & Diane Williams; thence S 77° 12’ E a distance of 128.4 feet along remains of said fence to a point, bounded northerly by land now or formerly of Jonathan & Heather Swift; thence ‘ N 84° 03’ Ea distance of 12. 1 feet along a stone wall to a point, bounded northerly by said Swift; thence S 83° 36” E a distance of 54.5 féet along said wall to a point, bounded northerly by said Swift and land now or formerly of Tadeusz, Jr. & Charlene Kopij, in part by each; thence S 68° 25’ Ea distance of 62.0 feet along said wall to a point, bounded northerly by said Kopij; thence . S 87° 19° E a distance of 128.9 feet along remains of a wire fence to a tree, bounded northerly by said Kopij and land now or formerly of Dwight Jones, Jr. & Erika Swan, in part by — each; thence S 79° 36’ Ea distance of 85.8 feet along said remains of fence to a tree; thence S 63° 48’ Ea distance of 36.0 feet along said fence to a tree, these last two courses bounded northerly by said Jones & Swan; thence S 86° 04’ E a distance of 61.1 feet along said fence to a point, bounded northerly by said Jones & Swan and Ortega Drive, in part of each; thence N 82° 29’ Ea distance of 43.9 feet to a point, bounded northerly by Ortega Drive; thence S 68° 04’ Ea distance of 132.1 feet along remains of a wire fence to a tree; thence S 77° 02’ Ea distance of 82.0 feet along said fence to a point; thence S 80° 46’ E a distance of 121.1 feet along said fence to a tree; thence S 82° 58’ Ea distance of 78.9 feet along said fence to a tree; thence Book: 649 Page: 942 Page: 2 of 4 Book: 649 Page: 942 Page: 3 of 4 Book: 649 Page: 942 Page3of4 S 75° 32’ E a distance of 86.4 feet along said fence to a point, these last five courses bounded northerly by land now or formerly of Cynthia Santacroce; thence S 1° 38’ W a distance of 815.9 feet to a point on the northerly line of Chesterfield Road, bounded easterly by land now or formerly of the Connecticut Light & Power Co.; thence S 83° 54’ W a distance of 198.8 feet to a point; thence S 75° 51’ W adistance of 211.2 feet to a point, these last two courses running by and along the northerly line of Chesterfield Road; thence N 15° 11? W a distance of 250.0 feet to a point; thence S 75° 11’ W a distance of 200.0 feet to'a point; thence S 15° 11’ Ea distance of 250.0 feet to a point on the northerly line of Chesterfield Road, these last three courses bounded westerly, southerly and easterly by land now or formerly of Nancy Hubbert; thence S 75°51? Wa distance of 110.0 feet to a point; thence - § 71° 19° W a distance of 90.0 feet to an iron pin, these last two courses running by and along the northerly line of Chesterfield Road; thence N 15° Il’ W a distance of 287.0 feet to an iron pin, bounded westerly by land now or formerly of Juan &.Tara Falcon and land now or formerly of Nancy Clark, in part by each; thence N 0° 48’ E a distance of 805.3 feet to an iron pin; thence N 78° 08’ W a distance of 1000.0 feet to an iron pin; thence S 16° 05’ Ea distance of 905.0 feet to a drill hole at a stone wall corner; thence S 19° 21’ Ea distance of 2.9 feet to a drill hole; thence S 16° 11’ Ea distance of 96.7 feet along said wall to a point; thence S 18° 17’ Eadistance of 143.4 feet along said wall to a point, these last six courses bounded westerly, southerly and easterly by land now or formerly of Michael & Terri Desautels; thence S 14° 27’ Ea distance of 119.2 feet along said wall to a point; thence S 12° 22’ Ea distance of 49.9 feet along said wall to a point; thence S 9° 30’ E a distance of 181.7 feet along said wall to a point, these last three courses bounded easterly by land now or formerly of CIL Realty Inc.; thence S 81°57’ W a distance of 133.6 feet to a point; thence Southeasterly along the arc of a curve to the left having a radius of: 340.8 feet a distance of - 40.4 feet to a point; thence S 29° 43’ E a distance of 80.2 feet to a point of curve to the left having a radius of 20.0 feet; thence Easterly along the arc of said curve a distance of 30.9 feet to a point on the northerly line of Chesterfield Road, these last four courses bounded southerly, northeasterly and northerly by land now or formerly of. Anita Delacruz; thence S 61° 46’ W a distance of 42.4 feet to a point; thence S 59° 33’ W a distance of 46.9 feet to a point of curve to the left having a radius of 20.0 feet, these last two courses running by and along the northerly line of Chesterfield Road; thence Northerly along the arc of said curve a distance of 31.7 feet to a point; thence N 29° 43’ W a distance of 79.2 feet to a point of curve to the right having a radius of 390.8 feet; thence Book: 649 Page: 942 Page: 3 of 4 Book: 649 Page: 942 Page: 4 of 4 Book: 649 Page: 942 Page 4 of4 N Northerly along the arc of said curve a distance of 112.0 feet to a point, these last three courses bounded northwesterly and westerly by land now or formerly of Kimberly & Christopher Hinkelman; thence S 59° 49° W a distance of 312.5 feet to a point, bounded southeasterly by land of said Hinkelman and land now or formerly of Frank & Anjanette Angelus, in part by each; thence N 78° 15’ W a distance of 26.3 feet to an iron pin, bounded southerly by land now or formerly of Thomas & Diane Nazarko; thence N 88° 05’ W a distance of 300.0 feet to an iron pin, bounded southerly by land of said Nazarko and land now or formerly of Edward & Robyn Smiarowksi, in part by each; thence S 1°55’ W a distance of 300.0 feet to an iron pin; thence N 59° 16’ Ea distance of 229.4 feet to an iron pin; thence S 23° 54’ E a distance of 145.0 feet to an iron pin on the northerly line of Chesterfield Road, these last three courses bounded easterly, northwesterly and northeasterly by land of said Smiarowski; thence S 55° 27’ W a distance of 185.0 feet to a point; thence S 66° 04’ W a distance of 209.0 feet to a point; thence S 73° 38° W a distance of 229.0 feet to the point of beginning, these last three courses running by and along the northwesterly line of Chesterfield Road. Containing 58.4 more or less, acres. Subject to a pole line right of way as depicted on a plan entitled “Pole Line R/W off Chesterfield Road - MTV, AECO Development Inc., The Hartford Electric Light Co., Electric Operations Department, Scale: 1 inch = 100 feet, Date February 26, 1964, No. J-64001-H” filed as map #237 in the Montville Land Records. This description is compiled from several maps and deeds. Bearings and distances may . vary from previous maps in an attempt to consolidate them into one bearing base. Being a portion of the premises conveyed to Tarragon Corporation by Warranty Deed from Mohegan Hill Development, LLC, dated June 21, 2010, and recorded in Montville Land Records, . Volume, Page 792-801. Received for Record at Montville, CT On 10/29/2019 At 12:34:55 pm AG Sin arrg— Book: 649 Page: 942 Page: 4 of 4 v Book: 639 Page: 19 Page: 1 of 2 HAE “_— Doc ID: 002705140002 Type: «639 19-20 AFTER RECORDING, RETURN TO Raymond L. Baribeault, Jr. Attorney Suisman, Shapiro, Wool, Brennan, Gray & Greenberg, P.C. 2 Union Plaza, Suite 200, P.O. Box 1591 New London, CT 06320-1591 SPECIAL WARRANTY DEED TARRAGON CORPORATION, a Nevada corporation (the “Grantor”), having an address at 192 Lexington Avenue, Suite 901, New York, NY 10016, for and in consideration of the sum of TEN DOLLARS ($10.00) cash and other good and valuable considerations to Grantor in hand paid by MICHAEL A. DESAUTELS and TERRI DESAUTELS, as joint tenants with right of survivorship (collectively, “Grantee”), having an address at 237 Chesterfield Road, Oakdale, CT 06370, the receipt and sufficiency of which are hereby acknowledged and confessed, has hereinafter set forth, GRANTED, SOLD and CONVEYED and by these presents does GRANT, SELL and CONVEY unto said Grantee, that certain tract of land, as more particularly described in Exhibit A attached to and made part hereof for all purposes (the “Property’”). This conveyance is made, executed, and delivered by Grantor subject to all matters of record, without reimposing any such matters (collectively, the “Permitted Exceptions’). TO HAVE AND TO HOLD the above described premises unto Grantee, its successors and assigns, and Grantor does bind itself and its successors, subject to the matters set forth in this deed, to WARRANT AND FOREVER DEFEND, all and singular, the said premises unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof by, through or under Grantor, but not otherwise. EXECUTED this ate day of October, 2018. GRANTOR: TARRAGON CORPORATION, a Nevada corporation By: Name: Williarf S. Title: CEO iedman ACKNOWLEDGEMENT STATE OF NEW YORK § § COUNTY OF NEW YORK § This instrument was acknowledged before me on the Thide day of October, 2018 by William S. Friedman, as CEO of Tarragon Corporation, a Nevada corporation, on behalf of such corporation. WMwuiiiny, ws € QUIN "Wy See MY Ws — SEO ROARE Lidl SNK Sq- PUBLIC “Ze Notary Public, State of Ne# York =k! Exp. Apri 27 2019 :*k = Conveyance Tax Collected =,» QUEENS COUNTY 5, = fp) Oo Zt, a “eS ¢ 202.9" state g I. 5° Town ZI: FIVE OS 7, ° ~ 4%, OF NENW FETED Town Clerk of Montville Page 1 of 2 Book: 639 Page: 19 Page: 1 of 2 Book: 639 Page: 19 Page: 2 of 2 Book: 639 Page: 19 Page 2of2 EXHIBIT “A” LEGAL DESCRIPTION A certain tract or parcel of land situated north of Chesterfield Road abutting #237 and #229 Chesterfield Road, Town of Montville, County of New London, State of Connecticut, depicted on a plan entitled “Perimeter Survey, Property to be Conveyed to Michael Desautels, North of 237 Chesterfield Road, Town of Montville, Connecticut, Scale: 1”=100’, Project No. CLA-6171, Date: 8/30/2018, Sheet No. 1 by CLA Engineers, Inc.,” and being more particularly described as follows: Beginning at a drill hole found at a stone wall corner at the northwesterly corner of 237 Chesterfield Road and running thence N 16° 04’ 55” W a distance of 361.83 feet to an iron pin with cap and stones set around it; thence continuing N 16° 04’ 55” W a distance of 543.17 feet to an iron pin with cap and stones set near a 24 inch beech tree; thence S 78° 08’ 00” E a distance of 480.62 feet to an iron pin with cap and stones, set; thence continuing S 78° 08’ 00” E a distance of 519.38 feet to an iron pin with cap and stones, set; thence S 0° 48’ 25” W a distance of 484.92 feet to an iron pin with cap and stones, set; thence continuing S 0° 48’ 25” W a distance of 320.41 feet to an iron pin with cap and stones set at the northeasterly corner of 229 Chesterfield Road, land now or formerly of Nancy L. Clark, these first six courses bounded westerly, northerly and easterly by remaining land of Tarragon Corp., thence S 76° 25’ 25”W a distance of 250.04 feet to a drill hole set in a stone wall, bounded southerly by land of said Clark; thence along a stone wall the following nine courses: N 12° 29’ 35” W a distance of 22.71 feet to a point; thence N 14° 59° 20” W a distance of 195.93 feet to a point; thence N 30° 00’ 25” W a distance of 9.45 feet to a point; thence N 48° 35’ 20” W a distance of 10.91 feet to a drill hole, found; thence N 70° 35’ 35” W a distance of 21.96 feet to a point; thence N 81° 39’ 00” W a distance of 80.93 feet to a point; thence N 87° 14’ 20” W a distance of 20.89 feet to a point; thence S 81° 28’ 25” W a distance of 192.13 feet to a point; thence S 80° 02’ 35” W a distance of 94.80 feet to the drill hole at the point of beginning, these last nine courses bounded westerly, southwesterly and southerly by land of Michael Desautels. Together with and/or subject to possible access and pole line easements as depicted on the above referenced plan. Received for Record at Montville, CT On 10/15/2018 At 2:15:03 pm KS barra Book: 639 Page: 19 Page: 2 of 2 Book: 551 Page: 792 Page: 1 of 10 Book: 551 Page: 792 1 of 10 Doc ID: 00: 2173910010 Type: LAN «OL 792-801 WARRANTY DEED MOHEGAN HILL DEVELOPMENT, LLC, a Connecticut limited liability company, having an address at 192 Lexington Avenue, 15" Floor, NY, NY 10016 ("Grantor"), for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration to Grantor paid 2S) by the Grantee herein named, the receipt and sufficiency of which are hereby acknowledged, does hereby grant to TARRAGON CORPORATION, a Nevada corporation having an address at 192 Lexington Avenue, 15" Floor, NY, NY ("Grantee"), wih WARRANTY COVENANTS those certain pieces or parcels of land located in the Town of Montville, County of New London, Connecticut more particularly described on Schedule A attached hereto and incorporated herein by this reference, together with all buildings and improvements situated thereon, subject to the matters on Schedule B. TO HAVE AND TO HOLD the above premises, together with all and singular the rights and appurtenances thereto, unto Grantee, its successors and assigns forever, to its and their own proper use and behoof. AND ALSO, Grantor does by these presents forever warrants and defends the above granted and bargained premises to Grantee, its successors and assigns, against all claims and demands, except for those matters set forth on Schedule B. Remainder of page intentionally blank Signature page follows THIS INSTRUMENT AFTER RECORDING SHOULD BE RETURNED TO: Tarragon Corporation 192 Lexington Avenue, 15” Floor NY, NY 10016 Attention: William S. Friedman No Conveyance Tax Collected s Blae Tavuy, Town Clerk of Montville Book: 551 Page: 792 = Page 1 of 10 Book: 551 Page: 792 Page 1 of 10 Book: 551 Page: 792 Page: 1 of 10 Book: 551 Page: 792 Page: 2 of 10 Es Schedule a ht A 40 Saltbox Lane , 4 Y Slow awd 4 Sabt boy A certain piece cr parcel of land situated in the Town of Montville, County of New London and State of Connecticut, being known as Lot #7-CC (also shown as Lot #16) on a map or plan entitled "Resubdivision Plan Saltbox Farms - Section 2 Property Now Or Formerly Of The Colchester Group Old Colchester Road, Montville, Conn. Scale 1" = 100' October 14, 1988 RGU 3-20-B9, 4-24-89, 5-16-91, 5-30-91 McKay Engineering Niantic, Conn”, which map js on file in the Moniville Town Clerk's Office as Map #1293, reference to which may be had for a more particular description. Said Lot #7-CC is bounded and dascribed as follows: Beginning at a point in the southerly street line of Salt Box Lane, sald point marking the northeasterly corner of Lot 7-DD and the northwesterly corner of the parcel herein described; thence southeasterly along said southerly street line of Saltbox Lane South 43° - 17’ - 46" East a distance of forty-two and twelve hundredths feet (42.12') to a point marking the start of a curve; thence continuing along said southerly street line of Saltbox Lane on said curve concave to the northeast and having a radius of one hundred and ninety feet (190.00'), a distance of two hundred seventy-six and sixty-nine hundredths feet (276.69') to a point marking the northwesterly corner of Lot 7-BB, thence southeasterly along said land of Lot 7-BB the following courses, South 01° - 16'- 12" East ninety-three and seventy-one hundredths feet (93.71'), South 43° - 17" - 46" East eighty-two and forty-eight hundredths feet (82.48') and South 60° - 41' - 37" East one hundred seventy-two and ten hundredths feet (172.10') to a point on the property line of land now or formerly of M. Kopko; thance southwesterly along land of said Kopko the following courses, South 49° - 49' - 14" West forty-six and fifty seven hundredths feet (46.57'), South 53° - 36' - 18" West eighty-six and sixty-eight hundredths feet (86.68'), South 53° -01' - 55" West fifty-eight and thirty one hundredths feet (58.31'), South 61° - 32 - 09" West one hundred and fifty-eight hundredths (100.58'), South 47° - 16" - 23" West eighteen and twenty-four hundredths feet (18.24') and South 55° - 51’ - 08" West one hundred four and thirty-one hundredths feet (104.31') to a point marking the southeasterly corner of said Lot 7-DD; thence northerly along jand of said Lot 7-DD North 23° - 38' - 42" West a distance of four hundred seventy-seven and forty-five hundredths feet (477.45') to a point, thence continuing along land of said Lot 7-DD North 45° - 11° - 34" East a distance of two hundred feet (200.00') to the point and place of beginning. The above described parce! contains 3.293 acres. 44 Salibox Lane A certain piece or parcel of land situated in the Town of Montville, County of New London and State of Connacticut, being known as Lot #7-DD (also shown as Lot #4) on a map or plan entitled “Resubdivision Plan Saltbox Farms - Section 2 Property Now Or Formerly Of The Colchester Group Old Colchester Road, Montville, Conn. Scale 1" = 100' October 14, 1988 RGU 3-20-89, 4- 24-89, 5-16-91, 5-30-91 Mckay Engineering Niantic, Conn", which map Is on filé In the Montville Town Clerk's Office as Map #1293, reference fo which may be had for a more particular description. Sald Lot #7-DD is bounded and described as follows: Beginning at 2 point on tha southwesterly street line of Saltbox Lane, said point marking the southeasterly corner of Lot 7-EE and the northwesterly corner of the parcel herein described; thence South 43° - 17' - 46" East along said southwesterly street IIne of Saltbox Lane a distance of two hundred feet (200,00') to a point, said paint marking the northwesterly comer of Lot 7-CC; thence southerly along land of sald Lot 7-CC South 45° - 11’ - 34" West two hundred feet (200.00') fo 2 point; thence continuing along land of said Lot 7-CC South 23° - 38' - 42" East a distance of four hundred seventy-seven and forty-five hundredths feet (477.45') to a point on the property line of land now or formerly of M. Kopko, sald point also marking the southwesterly corner of Lot 7-CC; thence westerly along land of sald Kapka the following courses, South 55° ~ 51‘ -08" West thirty-four and ninety-eight hundredths feet (34.98'), South 54° - 33'- 40" West thirly and seventy-eight hundredths feet (30.73'), South 59° - 03° - 30" West forty-five and seventy hundredths feet (45.70'), South 57° - 20' - 23" West twenty-two and forty-one hundredths feet Book: 551 Page: 792 Page 2 of 10 Book: 551 Page: 792 Page: 2 of 10 Book: 551 Page: 792 Page: 3 of 10 (22.41') and South 83° - 28' - 14" West twenty-four and fifty-three hundredths feet (24,53') to a point marking the southwesterly corner of the parcel herein described; thence North 23° - 38° - 42” West along property now or formerly of John Scovish a distance of six hundred forty-six and forty-three hundredths feet (646.43') to a point, said point marking the southeasterly corner of Lot 7-EE; thence North 45° - 11’ - 34" East a distance of two hundred ninety-four and fifty-five hundredths feet (294.55') to the point and place of beginning. The above described parcel contains 3.159 acres and is the same parcel as shown on a map entitled "Subdivision Plan Saltbox Farms - Section 2 Old Colchester Road, Montville, CT" Scale 4"-~ 100" October 14, 1988, Revised thru 6/30/91, 48 Saltbox Lane A certain piece or parcel of land situated In the Town of Montville, County of New London and State of Connecticut, being known as Lot #7-EE (also shown as Lot #5) on a map or plan entitled “Resubdivision Pian Saltbox Farms - Section 2 Property Now Or Formerly Of The Colchester Group Cid Colchester Road, Montville, Conn. Scale 1'- 100' October 14, 1988 RGU 3-20-89, 4- 24-89, 5-16-91, 5-30-9.1 McKay Eng/neering Niantic, Conn", which map Is on file in the Montville Town Clerk's Office as Map #1293, reference to which may be had for a more particular description. Said Loi #7-E€ is bounded and described as follows: Beginning at a point on the southwesterly street line of Saltbox Lane, said point marking the northwesterly corner of Lot 7-DD and the southeasterly comer of the parcel hereln described, thence along land of sald Lot 7-DD South 45° - 11'- 34" West a distance of two hundred ninaty- four and fifty-five hundredths feet (294.65') to a point on the proparty line of land now or formeriy of John Scovish; thence northerly along land of said Scovish the following courses, North 23° - 38' - 42" West ten and thirty-seven hundredths feet (10.37"}, North 19° - 28' - 02" West sixty and nine hundredths feet (60.09"), North 29° -51’ - 38" West sixty-three and eighty-two hundredths feet (63,82"), North 27° - 43' - 25" West forty-nine and forty-two hundredths feet (49.42'), North 16° - 03' - 48" West forty-six and eighty-eight hundredths feet (46.88'), North 16° - 28’ - IS" West forty-one and seventy-five hundredths feet (41.75'), North 18° - 56' - 59" West fifty-six and eighty- elght hundredths feat (66.88'), North 22° - 17' - 01" West forty-seven and thirty-four hundredths feet (47.34"), North 31° - 19° - 33" West one hundred sixty-two and fifty-seven hundredths feet (162.57'), North 25° - 07' - 27" West fwo hundred nine and thirteen hundredths feet (209.13') and North 25° -09' - 67" West nineteen and fourteen hundredths feet (19.14’) to a point marking the northwesterly corner of the parcel herein described, thance North 64° - 11’ - 32" East a distance of thirty-seven and twenty-two hundredths feet (37.22') to a point marking the start of a curve to the southeast; thence along sald curve concave to the southeast, having a radius of twenty-five feet (25.00") a distance of thirty-one and sixty-four hundredths feet (31.64") to a. point marking the end of the curve on the southwesterly street line of land designated as a future road; thence South 43° -17’ - 46" East along sald southwesterly street line of future road and Saltbox Lane, partly by each, a distance of six hundred eighty-two and fifty-one hundredths feet (682.51') to the point and place of beginning. The above described parcel contains 2.76 acres and Is the same parcel as shown on a map entitled “Subdivision Plan Saltbox Farms - Section 2 Old Colchester Road, Montville, CT" Scale {"= 100’, October 14, 1988, Revised thru 5/30/91, ‘ Book: 551 Page: 792 Page 3 of 10 Book: 551 Page: 792 Page: 3 of 10 Book: 551 Page: 792 Page: 4 of 10 Sma 1S Lots.5 FIZ . May ld Lot II s ‘ar Five certain tracts or parcels of land with the buildings thereon standing, situated and lying in the Town of Montville, bounded and described as follows: First Tract: Bounded northerly by land of Charles Russell and of Mary E. Eaton; easterly by and of Peter Tully; southerly by land of Daniel Collins’ heirs; and westerly by the Old Colchester Road. Second Tract: Bounded northerly by land of Eugene Chapman; easterly by said highway; southerly by lands of said Chapman; westerly by land of Eugene Chapman, Third Tract: Bounded'northerly by land of ‘Nathan A. Geer, easterly by said road; southerly by lands of said Chapman; westerly by land of Eugene Chapman. Fourth Tract; Bounded northerly by land of Joel H, Fox and others; southerly by lands of Sharp, of Lyman Daniels and others; westerly by lands.of David Hart and others; and northwesterly and northerly by lands of said Fox and others; containing about one hundred and fifty (150) acres. Fifth Tract: Bounded easterly by Jand of the heirs of Rebecca Street; northerly by lands of Eugene Chapman and Wife, and of Amos O, Church; westerly by lands of Alexander Comstock; and . southerly by lands of Arnold Rudd and land now or late of David Kinney; containing about two hundred (200) acres. Excepting, however, such part of any of the above described premises as were conveyed by Nellie M, Chapman, Admrx,, to Rose Linda by deed dated October 21, 1915 and recorded in the Montville Land Records, Volume 34, Page 55; and excepting such part of any of the above described premises as were conveyed by Steve Skobish and Antoninoi Skobish to others. Being the same premises conveyed to this Grantor by Quit-Claim Deed Survivorship dated June 13, 1989 and recorded in Volume 212, Page 865 of the Montville Land Records. Further reference may be had to a Tax Certificate for Land Records and Release of Succession and/or Estate Tax Lien for ihe Estate of John Walter Scovish, Sr., aka John Scovish dated November 2, 1998 and recorded in Volume 322, Page 225 of the Montville Land Records. Excepting any and all conveyances as of record appear. Book: 551 Page: 792 Page 4 of 10 Book: 551 Page: 792 Page: 4 of 10 Book: 551 Page: 792 Page: 5 of 10 Exhibit A Policy Number: A75-2428381 All those certain pleces or parcels of land, together with the Improvements thereon and appurtenances thereto, situated on Chesterfield Road In the Town of Montville, County of New London and State of Connecticut, more particularly described as follows: First Plece: Begin at a point in the northerly line of Chesterfleld Road at the southeasterly corer of land of Walter Piotrowski and Hilda Plotrowsk! and at the southwesterly corner of the premises described; thence run the following courses and distances; (1) north 15 degrees 8 minutes 40 seconds west by and along sald Plotrowskt land 541.55 feet to a point; (2) continuing north 15 degrees 8 minutes 40 seconds wast by and along the Third Plece herelnafter described 458.45 feet to a point; (3) north 71 degrees 21 minutes 10 seconds east by and along land formerly of William Mulvaney and now or formerly of Asco Development Incorporated 340 feet to a point; (4) north 75 degrees 52 minutes 40 seconds east by and along land formerly of William Mulvaney and now or formerly of Aeco Development Incorporated 310 feet to a point; (5) south 15 degrees 8 minutes 40 seconds east by and along land formerly of Willam Mulvaney and now or formerly of Aeco Development incorporated 1,000 feet to a point In the northerly line of Chesterfield Road; (6) south 75 degrees 52 minutes 40 seconds west in the northerly line of Chesterfleld Road 76 feet to a point; (7) north 15 degrees 8 minutes 40 seconds west by and along land of Marilyn D. and Robert L. Johnson 125 feet to a point; (8) south 75 degrees 52 minutes 40 seconds west by and along land of Marilyn D. and Robert L. Johnson 125 feet to a point: (9) south 15 degrees 8 minutes 40 seconds east by and along land of Marilyn D. and Robert L. Johnson 125 feet to a point in the northerly line of Chesterfield Road; (10) south 75 degrees 52 minutes 40 seconds west In the northerly line of Chesterfield Road 110 feet to a point; (11) south 71 degrees 21 minutas 10 seconds west In the northerly line of Chesterfield Road 90 feet to a point; (12) north 15 degrees 8 minutes 40, seconds west by and along land of Ralph R. Rakowsky 125 feet to a point; (13) south 71 degrees 21 minutes 10 seconds west by and along land of Ralph R. Rakowsky and land formerly of Dart & Bogue Co. 200 fest to a point; (14) south 15 degrees 8 minutes 40 seconds east by and along sald Dart & Bogue Co. land 125 feet to a point in the northerly line of Chesterfield Road; (15) south 71 degrees 21 minutes 10 seconds west 50 feet, more or less, to the point and place of beginning. Said First Piece consisting of the land conveyed by Willlam E. Mulvaney and Margaret C. Mulvaney to Aeco Development Incorporated by Warranly Dead dated July 2, 1954 and recorded at Page 499 of Volume 58 of the Montville Land Records as corrected by a Correction Deed dated September 23, 1963 and recorded in valume 79 at page 488 of the Montville Land Records. ' Second Plece: Begin at a point in the northerly lina of Chesterfleld Road, which point Is located at | the southeasterly corner of land now or formerly of Jonathan Gay and at the southwesterly corner | of. the premises herein described; thence run the following courses and distances: (1) north zero degrees 48 minutes 11 seconds east by and along land new or formerly of Jonathon Gay 1,170.93 feet to a point; (2) south 89 degrees 11 minutes 49 seconds east by and alang land of Aeco Development Incorporated 125 feet, mors or less, to a point; (3) north zero degrees 48 minutes 11 seconds east by and along land now or formerly of Aeco Development Incorporated 87.91 feet to a point; (4) north 89 degrees 63 minutes zero seconds east by and along land now or formerly of Aeco Development Incorporated 450.09 fee to a polnt; (5) north 86 decrees 14 minutes 57 seconds east by and along land now or formerly of Aeco Development Incorporated 72.75 feet to a point; (6) north 17 degrees 24 minutes 32 seconds west by and along land now or formerly of Aeco Development Incorporated 120.40 feet to a point; (7) north 72 degrees 35 minutes 28 seconds east by and along land now or formerly of Aeco Development Incorporated 295 feet to a point; (8) south 17 degrees 24 minutes 32 seconds east by and along the Third Piece described below 160.55 feet to a point at the northwesterly corner of land of Walter Plotrowskl and Hilda Piotrowski; (9) south 17 degrees 24 minutes 32 seconds east by and along sald Plotrowskl land 253.95 feet to a point; (10) south 12 decrees 26 minutes 32 seconds case by Book: 551 Page: 792 Page 5 of 10 Book: 551 Page: 792 Page: 5 of 10 Book: 551 Page: 792 Page: 6 of 10 and along sald Piotrowski land 196.24 feet to a point; (11) south 9 degrees 9 minutes 54 seconds east by and along said Piotrowski land 162.06 feet to a point; (12) south 9 degrees 26 minutes 35 seconds east by and along said Piotrowski land 76.46 feet to a point in the northerly line of Chesterfleld Road; (13) south 60 degrees 38 minutes 47 seconds west in the northerly line of Chesterfleld Road 112.87 feet to a point; (14) south 58 degrees 26 minutes 8 seconds west in the northerly line of Chesterfield Road 230.38 feet to a point; (15) south §8 degrees 11 minutes 4 seconds west In the northerly line of Chesterfield Road 100.14 feet to a point: at the southeasterly comer of land now or formerly of Margaret Mulvaney; (18) north 30 degraes 49 minutes 54 seconds west by and along said Margaret Mulvaney land 132.81 feet to a point; (17) north 59 degrees 10 minutes 6 seconds east by and along sald Margaret Mulvaney land 100 feet to a point; (18) north 79 degrees 21 minutes 46 seconds west by and along said Margaret Mulvaney land 150,93 feet to a point; (19) north 89 degrees 11 minutes 49 seconds west by and along sald Margaret Mulvaney land 300 feet to a point; (20) south zero degrees 48 minutes 11 seconds west by and along sald Margaret Mulvaney land 344.37 feet to a point; (21) north 58 degrees 9 minutes 20 seconds east by and along sald Margaret Mulvaney land 284.07 feet to a point; (22) south 25 degrees 2 minutes 57 seconds east by and along sald Margaret Mulvaney land 125 feet to a point In the northerly line of Chesterfield Road; (23) south 49 degrees 9 minutes 46 seconds west In the northerly line of Chesterfield Road 51.65 feet to a point; (24) south 54 degrees 23 minutes 21 seconds west In the northerly line of Chesterfield Road 183.37 feet to a polnt; (25) south 64 degrees 57 minutes 3 seconds west in the northerly line of-Chesterfleld Road 209.01 feet to a point; (26) south 72 degrees 31 minutes zero seconds west 229.01 feet, more or less, to the point and place of beginning. Sald second piece being shawn on a map entitled "Section A - Subdivision of Springwood AECO Development Inc. Developer William Mulvaney Owner Montville, Conn. April 1962 Scale 1 In. = 50 ft,” prepared by Robert L. Bucher, Land Surveyor, New London, Conn., and filed in the Montville town clerk's office May 15, 1962. Third Plece: Begin at a point at the northwesterly corner of land conveyed to Aeco Development Incorporated by Willlam E, Mulvaney and Margaret C. Mulvaney by Warranty Deed dated July 2, 1954 and recorded at Page 499 of Volume 58 of the Montville Land Records, the description wherein was corrected by a Correctlan Deed from Willlam E, Mulvaney and Margaret C. Mulvaney dated September 23, 1963 and recorded In Volume 79 at page 488 of the Montville Land Records; thence run the following courses and distances: (1) south 15 degrees 8 minutes 40 seconds east by and along the first parcel above described 460.45 feet to a point; (2) north 75 decrees 15 minutes 40 seconds west by and along land now or formerly of Walter and Hilda Plotrowski 77 feet to a point; (3) north 85 decrees 16 minutes 20 seconds west by and along, sald Piotrowski land 50.40 feet to a point; (4) south 81 decrees 54 minutes zero seconds west 64.59 feet to a point; (5) south 80 degrees 31 minutes 20 seconds west 203.64 feet to a point at the easterly boundary of the second plece above described; (8) north 17 degrees 24 minutes 32 seconds west by and along sald second place and land formerly of William Mulvaney now or formerly of Aeco Development Incorporated 400.29 feet to a paint; (7) south 73 degrees 39 minutes 30 seconds west by and along land formerly of Willlam Mulvaney now or formerly of Aeco Development Incorporated 422.58 feet, more or less, to the point and place of beginning. Said second and third pieces being the land conveyed by Willlam Mulvaney, also known as William &,. Mulvaney to Aeco Davelopment Incorporated by Quit Claim Deed dated September 23, 1963 and recorded In volume 780 at page 490 of the Montville Land Records. Fourth Plece: Beginning at the highway at a white oak tree by land now or formerly of Joseph Lewandowsky and running thence northerly 160 rods to land now or formerly of Adam Dombrowski; thence easterly about 145 rods by said Dombrowsk! land to the Tawn Farm; thence by the Town Farm about 90 rods to the New Road; thence across the New Road southerly to the Old Road; thence westerly and northerly about 60 rods to said New Road; thence by sald New Road about 12 rods to a stake and stone; thence southerly 125 rods to a heap of stone; thence by the Chapel land 13 rods to a heap of stone; thence northerly 70 rods; thence easterly 11 rods to a heap of stones; thence 42 rods to sald New Road near the dwelling house on these premises; thence by the New Road to the place of beginning. Sald Parca! contains 70 acres, more or less. Excepting from the foregoing Fourth Plece, the following: Book: 551 Page: 792 Page 6 of 10 Book: 551 Page: 792 Page: 6 of 10 Book: 551 Page: 792 Page: 7 of 10 f 1, A parcel conveyed by Margaret C. Mulvaney and William E, Mulvaney to Aeco Development Inc. by Warranty Deed dated July 2, 1954 and recorded at Page 499 of Volume 58 of the Montville Land Records, the description wherein was corrected by a Correction Deed from Willlam E. Mulvaney and Margaret C. Mulvaney dated September 23, 1963 and recorded In volume 79 at Page 488 of the Montville Land Records, being the First Piece above described: 2. A parcel conveyed by Willlarm Mulvaney to Margaret Mulvaney by Quit-Claim, Deed dated June 20, 1963, and recorded at Page 78 of Volume 78 of the Montville Land Records. 3. Two (2) parcels conveyed by Willlam Mulvaney, also known as William E. Mulvaney, to Aeco Development Incorporated by Quit-Claim Deed dated September 23, 1963 and recorded In volume 79 at Page 490 of the Montville Land Records, being the Second and Third Pieces above described, ; Said fourth plece being the Jand conveyed by William Mulvaney, also known as William E, Mulvaney, to Aeco Development Incorporated by Quit Claim Deed dated October 4, 1983 and recorded in volume 79 at page 493 of the Montville Land Records. Fifth Plece: That certain piece or parcel of land with the buildings and improvements thereon situated in the Town of Montville, County of New London and State of Connecticut being more particularly bounded and described as follows: Commencing at a point which marks the southeasterly comer of the herein described premises, which point is 132.88 feet northerly from an tron pin set In the northerly line of Chesterfield Road, which Iron pin marks the southwesterly corner of land conveyed September 23, 1987 by Associated Funding Company to the Estate of Frances J. Mulvaney; thence N 25° 00' 42 W 12.12 feet to an iron pipe and the northeasterly corner of the herein described premises; thence S 58° 09’ 31 W 229.39 feat to an Iron pipe and the northwesterly corner of the herein described premises; thence S 0° 48' 20" W 14.28 feet to an Iron pin and the southwesterly comer of the herein described premises; thence N 58° 09" 31” E 284,10 feet to the point and place of beginning. EXCEPTING FROM THE FIRST PIEGE (1) a certain parcel of land conveyed from First Acme Corp to The Hariford Efectric Light Company recorded February 11, 1967 In Volume 94 at Page 418;(2) a certain parcel of land conveyed from First Acme Corp to Robert L. Johnson and Marilyn D. Johnson recorded October 30, 1969 In Volume 108 at page 313; (3) a certain parcel of land conveyed from First Acme Corp to Robert Clark, Jr. and Phylils M. Clark recorded October 30, 1969 in Volume 106 at page 328; EXCEPTING FROM THE SECOND PIECE (1) a certain parcel of land conveyed from First Acme Corp to George Ford and Rebecca Ford recorded December 23, 1965 in Volume 89 at page 643, belng Lot 1 shown on a map entitled “Section A - Subdivision of Springwood AECO Development Inc. Developer William Mulvaney Owner Montville, Conn. April 1962 Scale 1 in. = 50 ft," prapared by Robert L. Bucher, Land Surveyor, New London, Conn., and filed In the Montville town clerk's office May 15, 1962.; (2) a certain parcel of land conveyed from First Acme Corp to Vincent Dangler recorded March 28, 1966 In Volume 91 at page 12, belng Lot 27 as shawn on a map entitled “Section A - Subdivision of Springwood AECO Development Inc. Devetoper Willlam Mulvaney Owner Montville, Conn. April 1962 Scale 1 in. = 50 ft,” prepared by Robert L. Bucher, Land Surveyor, New London, Conn., and filed in the Montville town clerk's office May 15, 1962; (3) a certaln parcel of land conveyed from First Acme Corp to Ernest Currler recorded July 27, 1967 In Volume 96 at page 259, being Lot 26 as shown on a map entitled "Section A - Subdivision of Springwood AECO Development Inc, Developer Willlam Mulvaney Owner Montville, Conn. April 1982 Scale 4 in. = 50 ft," prepared by Robert L, Bucher, Land Surveyor, New London, Conn., and filed in the Montville town clerk's office May 15, 1962; (4) a certain piece or parcel of land conveyed from Associated Funding to James D. Pothler and Margaret A. Pothier by Warranty Deed dated October 18, 1977 and recorded In volume 133 at Page 844; (5) a certain piece or parcel of land conveyed from Associated Funding to Oilver P. Barter and Dorothy P. Barter by Warranty Deed dated October 18, 1977 and recorded In volume 133 at Page 925; (8) a certain plece or parcel of land conveyed from Associated Funding Company to the Estate of Frances J. Mulvaney by Warranty Deed dated September 23, 1987 and recorded in volume 193 at Page 599; and (7) a certain piece or parcel of land conveyed from Associated Funding Book: 551 Page: 792 Page 7 of 10 Book: 551 Page: 792 Page: 7 of 10 Book: 551 Page: 792 Page: 8 of 10 Company to Nazarko Realty Group by Warranty Deed dated January 27, 1988 and recorded in Volume 197 at Page 397; the last two parcels belng shown on a map entitled: "Plan of Property of Estate of Frances J. Mulvaney and Associated Funding Company Chesterfield Road Town o Montville Scale 1" = 40' dated Sept, 18, 1987 and filed as Map No. 957 In the Montville Town Clerk's Office. EXCEPTING FROM THE FORUTH PIECE those two parcels of land located on the south side of Chesterfield Road shown as Parcel "A" and Parcel “B" on a map entitled, "Boundary Line Survey Prepared for Associated Funding, Inc, Chesterfield road Montville, Conn. Scale 1* = 40' Date: Sept. 1978 filed as Map No. 889 In the Office of the Montville Town Clerk. Book: 551 Page: 792 Page 8 of 10 Book: 551 Page: 792 Page: 8 of 10 Book: 551 Page: 792 Page: 9 of 10 SCHEDULE B Any and all conveyances, easements and restrictions and other instruments as of record. . Building and building line restrictions 3. Municipal Ordinances, including planning, zoning and inland-wetland regulations, public and private law. 4. Taxes or municipal charges and assessments hereinafter becoming due. 5. State of facts an accurate survey of the property would show. N Book: 551 Page: 792 Page 9 of 10 Book: 551 Page: 792 Page: 9 of 10 Book: 551 Page: 792 Page: 10 of 10 IN WITNESS WHEREOF, Grantor has hereunto set its hand this 21° day of June, 2010. Witnessed by: MOHEGAN HILL DEVELOPMENT, LLC By: Mohegan Hill Tarragon LLC, mana (pO By: Tarragon Corporation, managin Liao _Lileen Coreen A / AE — By: William S. Friedman, Chief Executive Officer David iy CTA STATE OF NEW YORK ) ) ss. COUNTY OF NEW YORK ) Personally appeared William S. Friedman, Chief Executive Officer of Tarragon Corporation, a Nevada corporation, the managing member of Mohegan Hill Tarragon LLC, a Connecticut limited liability company, the manager of Mohegan Hill Development, LLC, a Connecticut limited liability company, the signer and sealer of the foregoing instrument, and acknowledged the same to be higAtjee act antddeed and the free act and deed of Mohegan Hill Development, LLC, before me. i LOCCe na ULL Notary Public My Commission Expires: NANCY MILLER NOTARY PUBLIC-STATE OF NEW YORK No. 02Mi5056518 Qualified in New York County [SEAL] My Commission Expires April 28, 2014 at Montville, CT . da Received for Recor 39:08 pm On 07/23/2019 At 2: _ Book: 551 Page: 792 Page 10 of 10 Book: 551 Page: 792 Page: 10 of 10 Book: 501 Page: 465 Page: 1 of 4 FERN EENE ype: LAN *901 465-468 WARRANTY DEED ASSOCIATED FUNDING COMPANY LLC, a Connecticut limited liability company with a place of business in the Town of Westport, County of Fairfield and State of Connecticut, for consideration paid, grants to MOHEGAN HILL DEVELOPMENT, LLC, a Connecticut limited liability company with a place of business in the Town of Dallas, County of Dallas and State of Texas, (mailing address: Mohegan Hill Development, LLC, 3100 Monticello Avenue, Suite 200, Dallas, TX 75205) with WARRANTY COVENANTS: All the certain tracts or parcels of land situated in the Town of Montville, County of New London and State of Connecticut, being known as Map 29, Lot 66 on Chesterfield Road, and more particularly described on SCHEDULE A attached hereto and made a part hereof. Said premises are conveyed subject to the exceptions described on SCHEDULE B attached hereto and made a part hereof. Signed this Ca day of September, 2006 “oon COMPANY LLC &, gr pfs By: Evan Schwartz, Member WITNESSED BY: Duly Authorized Name: Sosa Yanocaros STATE OF NEW YORK } } ss: September G 2006 COUNTY OF NEW YORK } On September 6 , 2006, before me, the undersigned officer, personally appeared Evan Schwartz, who acknowledged himself to be a Member of Associated Funding Company LLC, duly authorized, known to me to be the person whose name is subscribed to the within instrument and acknowledged | hat he executed the same for the purpose herein stated, and that the same is his free act and deed before me. Clive On 0 Notary Public My Commission Expires: (1133 [2006 a 31Va.SO vax Collected Conveyance Tax Colle PAUL M. CHAZAN . Notary Public, State of N B\ZAL. ZS . Bran “Tare, Y"oocHareseat “Town Clerk of Montville Qualified in New York County Commission Expires Nov. 30 200¢ Book: 501 Page: 465 Page: 1 of 4 Book: 501 Page: 465 Page: 2 of 4 SCHEDULE A Five certain tracts or parcels of land, together with the buildings and improvements thereon, situated on the northerly side of Chesterfield Road in the Town of Montville, County of New London and State of Connecticut, which premises are more particularly bounded and described as follows: FIRST TRACT: Begin at a point in the northerly line of Chesterfield Road at the southeasterly corner of land now or formerly of Walter Piotrowski and Hilda Piotrowski and at the southeasterly corner of the premises described; thence run the following courses and distances: (1) north 15 degrees 8 minutes 40 seconds westerly and along said Piotrowski land 541.55 feet to a point; (2) continuing north 15 degrees 8 minutes 40 seconds west by and along the Third Piece hereinafter described 458.45 feet to a point; (3) north 71 degrees 21 minutes 10 seconds east by and along land formerly of William Mulvaney and now or formerly of Aeco Development Incorporated 340 feet to a point; (4) north 75 degrees 52 minutes 40 seconds east by and along land formerly of William Mulvaney and now or formerly of Aeco Development Incorporated 310 feet to a point; (5) south 15 degrees 8 minutes 40 seconds east and by along land formerly of William Mulvaney and now or formerly of Aeco Development Incorporated 1,000 feet to a point in the northerly line of Chesterfield Road; (6) south 75 degrees 52 minutes 40 seconds west in the northerly line of Chesterfield Road 75 feet to a point; (7) north 15 degrees 8 minutes 40 west by and along land now or formerly of Marilyn D. and Robert L. Johnson 125 feet to a point; (8) south 75 degrees 52 minutes 40 seconds west by and along land now or formerly of Marilyn D. and Robert L. Johnson 125 feet to a point; (9) south 15 degrees 8 minutes 40 seconds east by and along land now or formerly of Marilyn D. and Robert L. Johnson 125 feet to a point in the northerly line of Chesterfield Road; (10) south 75 degrees 52 minutes 40 seconds west in the northerly line of Chesterfield Road 110 feet to a point; (11) south 71 degrees 21 minutes 10 seconds west in the northerly line of Chesterfield Road 90 feet to a point; (12) north 15 degrees 8 minutes 40 seconds west by and along land now or formerly of Ralph R. Rakowsky 125 feet to a point; (13) south 71 degrees 21 minutes 10 seconds west by and along land now or formerly of Ralph R. Rakowsky and land formerly of Dart and Bogue Co. 200 feet to a point; (14) south 15 degrees 8 minutes 40 seconds east by and along said Dart & Bogus Co. land 125 feet to a point in the northerly line of Chesterfield Road; (15) south 71 degrees 21 minutes 10 seconds west 50 feet, more or less, to the point and place of beginning. Reference is hereby made to the first piece in a quit claim deed from Joremi Lands, Inc. to Associated Funding Company dated June 30, 1974 and recorded at volume 123, page 140 of Montville Land Records. There is excepted from the First Tract those premises conveyed by the following deeds: 1. Warranty deed from First Acme Corporation to Robert L. Johnson and Marilyn D. Johnson dated October 6, 1969 and recorded on October 30, 1969 at volume 106, page 313 of Montville Land Records. 2. Warranty deed from First Acme Corporation to Robert J. Clark, Jr. and Phyllis M. Clark dated September 29, 1969 and recorded at volume 106, page 328 of Montville Land Records. SECOND TRACT: _ Begin at a point in the northerly line of Chesterfield Road, which point is located at the southeasterly corner of Jand now or formerly of Jonathan Gay and at the southwesterly corner of the premises herein described; thence run the following courses and distances: (1) north zero degrees 48 minutes 11 seconds east by and along land nor or formerly of Jonathan Gay 1,170.93 feet to a point; (2) south 89 degrees 11 minutes 49 seconds east by and along land now or formerly of Aeco Development Incorporated 125 feet, more or less, to a point; (3) north zero degrees 48 minutes 11 seconds east by and along land now or formerly of Aeco Development Incorporated 87.91 feet to a point; (4) north 89 degrees 43 minutes zero seconds east by and along land now or formerly of Aeco Development Incorporated 450.09 feet to a point; (5) north 86 degrees 14 minutes 57 seconds east by and along land now or formerly of Aeco Development Incorporated 72.75 feet to a point; (6) north 17 degrees 24 minutes 32 seconds west by and along land now or formerly of Aeco Development Incorporated 120.40 feet toa point; (7) north 72 degrees 35 minutes 28 seconds east by and along land now or formerly of Aeco Development Incorporated 295 feet to a point; (8) south 17 degrees 24 minutes 32 seconds east by and along the Third Piece described below 160.55 feet to a point at the northwesterly corner of land now or formerly of Walter Piotrowski and Hilda Piotrowski; (9) south 17 degrees 24 minutes 32 seconds east by and along said Piotrowski land 258.95 feet to a point; (10) south 12 degrees 26 minutes 32 seconds east by and along said Piotrowski land 196.24 feet to a point; (11) south 9 degrees 9 minutes 54 seconds east by and along said Piotrowski land 162.06 feet to a point; (12) south 9 degrees 26 minutes 35 seconds east by and along said Piotrowski land 76.45 feet to a point in the northerly line of Chesterfield Road; (13) south 60 degrees 38 minutes 47 seconds west in the northerly line of Chesterfield Road 112.87 feet to a point; (14) south 58 degrees 26 minutes 8 seconds west in the northerly line of Chesterfield Road 230.38 feet to a point; (15) south 56 degrees 11 minutes 4 seconds west in the northerly line of Chesterfield Road 100.14 feet to a point at the southeasterly corner of land now or formerly of Margaret Mulvaney; (16) north 30 degrees 49 minutes 54 seconds west by and along said Margaret Mulvaney land 132.81 feet toa point; (17) north 59 degrees 10 minutes 6 seconds east by and along said Margaret Mulvaney land 100 feet to a point; (18) north 79 degrees 21 minutes 46 seconds west by and along aid Margaret Mulvaney 445484-v2 Book: 501 Page: 465 Page: 2 of 4 Book: 501 Page: 465 Page: 3 of 4 land 150.93 feet to a point; (19) north 89 degrees 11 minutes 49 seconds west by and along said Margaret Mulvaney land 300 feet to a point; (20) south zero degrees 48 minutes 11 seconds west by and along said Margaret Mulvaney land 344.37feet to a point; (21) north 58 degrees 9 minutes 20 seconds east by and along said Margaret Mulvaney land 284.07 feet to a point; (22) south 25 degrees 2 minutes 57 seconds by and along said Margaret Mulvaney land 125 feet to a point in the northerly line of Chesterfield Road; (23) south 49 degrees 9 minutes 46 seconds west in the northerly line of Chesterfield Road 51.65 feet to a point; (24) south 54 degrees 23 minutes 21 seconds west in the northerly line of Chesterfield Road 183.37 feet to a point; (25) south 64 degrees 57 minutes 3 seconds west in the northerly line of Chesterfield Road 209.01 feet to a point; (26) south 72 degrees 31 minutes zero seconds west 229.01 feet, more or less, to the point and place of beginning. Reference is hereby made to the Second Piece in a quit claim deed from Joremi Lands, Inc. to Associated Funding Company dated June 30, 1974 and recorded on October 7, 1974, volume 123, page 140 of the Montville Land Records. There is excepted from the above tract those premises conveyed by the following conveyances: 1. Warranty deed from First Acme Corporation to George Ford and Rebecca Ford dated October 9, 1965 and recorded at volume 89, page 643 of Montville Land Records. 2. These premises described in a quit claim deed from First Acme Corporation to Vincent N. Dangler and Esteele L. Dangler dated March 3, 1966 and recorded at volume 91, page 12 of Montville Land Records 3, Those premises described in a warranty deed from First Acme Corporation to Ernest Currier dated July 11, 1967 and recorded at volume __, page 259 of Montville Land Records 4. Those premises described in a warranty deed from Associated Funding Company to James D. Pothier and Margaret A. Pothier dated October 18, 1977 and recorded at volume 133, page 844 of Montville Land Records. 5. Those premises described in a warranty deed from Associated Funding Company to Oliver P. Barter and Dorothy P. Barter dated October 18, 1977 and recorded at volume 133, page 925 of Montville Land Records. 6. Those premises described in a warranty deed from Associated Funding Company to Nazatko Realty Group dated September 23, 1987 and recorded on September 24, 1987 at volume 193, page 602 of Montville Land Records. 7. Those premises described in a warranty deed from Associated Funding Company to the Estate of Frances J. Mulvaney dated September 23, 1987 and recorded on September 24, 1987 at volume 193, page 598 of Montville Land Records. THIRD TRACT: Begin at a point at the northwesterly corner of land conveyed, to Aeco Development Incorporated by William E. Mulvaney and Margaret C. Mulvaney by Warranty Deed dated July 2, 1954 and recorded at Page 499 of Volume 58 of the Montville Land Records, the description wherein was corrected by a Correction Deed from William E. Mulvaney and Margaret C. Mulvaney dated September 23, 1963 and recorded at 3:16 P.M. on October 4, 1963 in the Montville Land Records; thence run the following courses and distances; (1) south 15 degrees 8 minutes 40 seconds east by and along the first parcel above described 458.45 feet to e point; (2) north 75 degrees 15 minutes 40 seconds west by and along land now or formerly of Walter and Hilda Piotrowski 77 feet I to a point; (3) north 85 degrees 16 minutes 20 seconds west by and along said Piotrowski land 50.48 feet to a point; (4) south 81 degrees 54 minutes zero seconds west 84.59 feet to a point; (5) south: 80 degrees 31 minutes 20 seconds west 208.64 feet to a point at the easterly boundary of the second piece above described; (6) north 17 degrees 24 minutes 31 seconds west by and along said second piece and land formerly of William Mulvaney now or formerly of Aeco Development Incorporated 400.29 feet to a point; (7) south 78 degrees 39 minutes 30 seconds west by and along land formerly of William Mulvaney now or formerly of Aeco Development Incorporated 422.58 feet, more or lens, to the point.and place of beginning. Reference is hereby made to the Third Piece in a deed from Joremi Lands Inc.: to Associated Funding Company dated June 30, 1974 and recorded, on October 7, 1974, at volume 123, page 140 of Montville Land Records and further to a quit claim deed from the Oakdale Water Association, Inc. to Associated Funding Company dated October 1, 1980 and. recorded on October 10, 1980 at volume 143, page; 599 of Montville Land Records. FOURTH TRACT: Beginning at a point in the northerly street line of Chesterfield Road at the southeasterly corner of land now or formerly of Nancy A. Childers and a southwesterly corner of the herein described tract; thence running in a general northeasterly direction for a distance of 441.55 feet, more or less, bounded southeasterly by Chesterfield Road, to a point at land now or formerly of the Hartford Electric Light Company; thence turning and running in a general northerly direction for a distance of 800 feet, more or less, bounded easterly by timid Hartford Electric Light Company land to a point in the southerly line of land formerly of Dombrowski, et al.; thence turning and running in a 445484-v2 Book: 501 Page: 465 Page: 3 of 4 Book: 501 Page: 465 Page: 4 of 4 general westerly direction for a distance of 2,720 feet, more or less, bounded northerly by said land now or formerly of Dombrowski to land formerly of Jonathan Gay; thence turning and running in a general southerly direction for a distance of 1,235 feet, more or less, bounded westerly by said formerly Gay land to the northwesterly corner of the second tract above described; thence running south 89 degrees 11 minutes 49 seconds east for a distance of 125 feet, more or less, by and along said second tract to a point; thence running north 0 degrees 48 minutes 11 seconds east for a distance of 87.91 feet by and along said second tract to a point; thence running north 89 degrees 43 minutes 0 seconds east for a distance of 450.09 feet by and along said second tract to a point; thence running north 86 degrees; 14 minutes 57 seconds east for a distance of 72.75 feet by and along said seemed tract to a point; thence running north 17 degrees 24 minutes 32 seconds west for a distance of 120.40 feet by and along said second tract to a point; thence running north 72 degrees 35 minutes 28 seconds east for a distance of 295 feet by and along said second tract to a point; thence running in a general northwesterly direction bounded northeasterly by the third tract hereinbefore described to the northwesterly corner of said third tract; thence running in a general northeasterly direction for a distance of 1,072 feet, more or less, bounded southeasterly by said third tract in part and in part by said first tract to the northeasterly corer of said first tract; thence running in a general southerly direction for a distance of 1,000 feet, more or less, bounded westerly in part by said first tract and in part by land now or formerly, of Nancy A. Childers to the northerly line of the Chesterfield Road and the point and place of beginning. FIFTH TRACT: Commencing at a point which marks the southeasterly corner of the herein described premises which point is 132.88 feet northerly from an iron pin set in the northerly line of Chesterfield Road, which iron pin marks the southwesterly corner of land conveyed by Associated Funding Company to the Estate of Frances J. Mulvaney; thence running north 25 degrees 00 minutes 42 seconds West for a distance of 12.12 feet to an iron pipe in the northeasterly, corner of the herein described premises; thence running south 58 degrees 09 minutes 31 seconds west for a distance of 229.39 feet to an iron pipe in the northwesterly corner of the herein described premises; thence running south O degrees 48 minutes 20 seconds West for a distance of 14.29 feet to an iron pin on the southwesterly comer of the herein described premises; thence running north 58 degrees; 09 minutes 31 seconds east for a distance of 284.10 feet to the point and planer of beginning. Reference is hereby made to an Executor’s deed from Jonathan Day Durfee, Executor of the estate of Frances J. Mulvaney, to Associated Funding Company dated September 23, 1987 and recorded on September 24, 1987 at volume 193, page 60, of Montville Land Records. SCHEDULE B Said Premises are subject to the following: 1. Building lines, if established, all laws, ordinances, or governmental regulations, including building and zoning ordinances, affecting said premises. 2. Real estate taxes and municipal charges on the List of October 1, 2005 to the Town of Montville, the first half having been paid by the Grantor, which taxes the Grantee assumes and agrees to pay as part of the consideration of this deed. 3. Facts as an accurate survey and/or physical inspection of the premises might reveal. 4. Rights of others to use of any water or well that may be situated on the premises. 5. A sewer assessment benefit lien in favor of the Water Pollution Control Authority. 6. Public improvement assessments and other unpaid installments thereof, if any. 7. A pole line easement from Aeco Development, Inc. to the Hartford Electric Light Company, encumbering the second and third tracts hereinbefore described dated March 17, 1964 and recorded on March 26, 1964 at Vol. 81 Pg. 368 of the Montville Land Records. zeceived for Record at Montville, CT Jn 12/11/2006 At 4:06:06 pm oo 445484-v2 Book: 501 Page: 465 Page: 4 of 4 Book: 193 Page: 604 File Number: 198700000230 Page: 2 of 3 Saws SS eet rd Tuttle Law Print. Publishers, Rutland. Goal Fre ho tse ses chal Ceo Know Ye, That 1, JONATHAN DAY DURFEE, Execut or Frances J. Mulvaney | lateof Montville deceased, by virtue of | the Power to-Sell contained in the Last Will and Testament of said Frances J. Mulvaney Form i%0 Connecticut EXECUTOR OR ADMINISTRATOR we 193 pape 60 4 - TUTBLANX ALais Teno Us PAT OFNCE AGE of the will of satan arern fOne dollar ($1.00) and other valuable cents received to my full satisfaction of a limited partnership having a place t,-County of Fairfield and and in consideration of the sum 0 Dolke#XXKAX considerations Associated Funding Company, of business in the Town of Westpor State of Connecticut , do grant, bargain, sell and confirm unto the said grantee, its successors which the said : of her decease, or which I Frances J. Mulvaney and 2551@96 the right, title, interest, claim and demand bad at the time as such Executor have or ought to have, situated in the Town of Montville in-and to a certain piece or parcel of land, with the buildings thereon, County of New London and Stateof Connecticut, and bounded and described as follows: See Schedule A attached. $ 25.30 Conveyance Tex recaived g /ehdas Conveyance Tax | & | Clerk of Montviie SS Hp Clerk a elle To Haye and to Hold the above granted and bargained premises with the appurtenances thereof, unto it the said grantee. its successors els and assigns to it and their own proper use and benefit forever. And I the said execut Or do hereby covenant with it the said grantee it successors pels and assigns, that have full power and authority, a8 executor aforesaid, to grant and convey the above described premises in manner and form aforesaid and for my self and my heirs, executors and administrators and 1 do further covenant to warrant and defend the sameto it thesaid grantee, its successordmeks and assigns, against the claims of any person or persons whomsoever, claiming by, from or under me as execut or aforesaid. — I hereof, I asauch executor have hereunto set nd seal this 23rd day of SepterberA,D. 19 87 ang Delivéred jn Presence of: NG —rnathen Diy Daf oe § & a a Siled. Seale Lie Book: 193 Page: 604 File Number: 198700000230 Page: 2 of 3 Book: 193 Page: 604 File Number: 198700000230 Page: 3 of 3 ne we ee ee ee ET © FASB oe, 605 State of Connecticut, | 88, New London Saat Gomes - September 23 A. D. 19 87 | \ Personally appeared JONATHAN DAY the signer and sealer of the foregoingli bho ledged that "© executed the same in the ly and stated, and that the sSameis his free act and deed before me, M Public Justice of the Peace Commissioner of the Superior Court en ee eT #1 a “7 ‘SCHEDULE A That certain piece or parcel of land with the buildings and improvements thereon situated in the Town of Montville, County of New London’ and State of Connecticut being more particularly | bounded and,described as follows: Commencing at a point on the northerly line of Chesterfield Road which point marks the southwesterly corner of the herein described premises and the southeasterly corner of other land of the Estate of Frances J. Mulvaney. Thence run N 56° 11' 04" E 50 feet along the northerly line of Chesterfield Road to other land now or formerly of Associated Funding Company; thence N 30° 49' 54 W 132.81 feet; thence N 59° 10' 06" E 100 feet to land _now or formerly of Oliver P. and Dorothy P. Barter; thence - N 79° 21' 52" W 150.94 feet to an iron pin; thence N 89° 11! 47" W 118.96 feet to an iron pipe and the northwesterly corner of the herein described premises; thence 8 0° 48' 13" W 100 feet along other land of the Estate of Frances J. Mulvaney to an iron pipe; thence 8 89° 11' 47" E 137.46 feet to an iron pin; thence 8 30° 50' 00" E 140.51 feet to the northerly line of Chesterfield Road to the point and place of beginning. a EN SEP 24 1987 for Record— a a ian ee ee et Se mer Book: 193 Page: 604 File Number: 198700000230 Page: 3 of 3 Book: 110 Page: 187 Page: 1 of 2 ee ee ee . . eager a halhe 2a ee ee a KNOW ALL MEN BY THESE PRESENTS, THAT, J, PATRICIA MAE BARKER, - i of the Town of West Hartford, County of Hartford, and State of Connecticut, a committee appointed by an order of the Court of l] Probate for the District of Montville, dated the Lith day of November, 1970, in the matter of the Estate of William E. Mulvaney, late of Oakdale in said District, deceased, acting by virtue of ! i said order of said Court authorizing her to sell at private sale the real estate hereinafter described, and in consideration of the sum of TEN DOLLARS ($10.00) and other valuable considerations neceived to my full satisfaction of FRANCES J. MULVANEY a/k/a ; FRANCES MULVANEY, of the Village of Oakdale, Town of Montville, County of New London and State of Connecticut, do hereby grant, : | bargain, sell and confirm unto the said FRANCES J. MULVANEY all such right, title, interest, claim and demand which said deceased ] had at the time of his death in and to a4 certain piece or parcel of land, with the buildings and improvements thereon, situated in the Town of Montville, County of New London and State of Connecticut, } as shown on a plan entitled, “Section A Subdivision of Landa of Springwood AECO Development Inc. Developer William Mulvaney Owner ALe Montville, Conn. April 1962 Scale | in.*50 ft.”, which plan is on File in the Montville Town Clerk's Office and being more particu- if “ Town Clerk of hy atville” larly bounded and described as follows: Beginning at a point on the northwesterly line of the Chesterfield-Oakdale Road at the southwesterly corner of Lot Ne. 2 4 as shown on said plan; thence run N 30° 49° 54” W to the northwest { corner of said Lot No. 25; thence run N 59° 10% 06” E 100 feet m8 along said Lot No. 25 to a corner; thence run N 79° 21° 46” W ' tet. ZS Conveyance Tax received along Lots Nos. 37 and 36 as shown on said plan 150.93 feet to the southeast corner of Lot No. 35 a8 shown on seidplan; thence run n 89° 11° 49” W 300 feet along Lots Noa. 35, 34, and 33 to Lot No. ’ 31 as shown on said plan; thence run S$ 0° 48° 11” W along Lots i sunasany & SUDAREEY Nos. 31, 30, 29, and 28 as shown on said plan 344.37 feet to a re promo ara f corner and Lot No. 22 as shown on said plan; thence cun N 58° 09° 20” E along Lots Nos, 22, 23, and 24 as shown on said plan 284.07 ONE CONETITUTICH PLAZA HARTFORD, GON. O6103 ) fj ees erin ead =e Sex ror “mate = * rt ale 2 w i re enone — eet ay CAR mettle ee tm ee ae see a a. Se a a are rT Book: 110 Page: 187 Page: 1 of 2 Book: 110 Page: 187 Page: 2 of 2 wd A10 ror A08 feet to a corner; thence run $ 25° 02° 57” E along said Lot No. 1 24 125 Feet to said northwesterly line of Chesterfield-Cakdale 1 Road; thence run N 49° 09’ 46” E 107.58 feat to an angle; thence (] continuing along said northwesterly tine of said road N 56° II’ 04" E 71.87 feet to the point of beginning. Said premises are conveyed subject to taxes to the Town of Montville on the List of October |, 1970, which taxes the Grantee herein assumes and agrees to pay 48 part consideration for this _ | { To have and to hold, the above-granted and bargained premises with the appurtenances thereof unto the said Grantee, her heirs and assigns forever, to her and their proper use and behoof. And the said Patricia Mae Barker does hereby covenant with the said Grantee, her hairs and assigns, that she has full power and authority as committees aforesaid, to grant and convey the above- described premises in manner and form as aforesaid and for herself and her heirs, executors, administrators, successors and assigns does further covenant to warrant and defend thesame to the said Grantee, her heirs and assigns, against the claima of any person £ A whomsoever claiming by, from or under her as committee aforesaid. 40 IN WITNESS WHEREOF, I, Patricia Mae Barker, as euch committees, | | have hereunto set my hand and seal this 8th day of December, 1970. Loma te Signed, Sealed and Delivered - in the presence of phen pe ae Gaehel. “ a RL a eaters g)) Eileen M. Driadul Patricia Mae Barker Grp, y ( STATE OF CONNECTICUT) se. Hartford IeouNTY OF HARTFORD On this 8th day of December, 1970, before me, Joseph S. Sudaraky, the undersigned officer, personally appeared PATRICIA MAE fxines known to me (or satisfactorily srovend to be the person whos name is subscribed to the within inetrument and acknowledged that ; she executed the same for the purposes therein contained, | | In Witness Whereof I hereunto set_my hand. A ber ete seph &. Sudarsky - ommiasioner of Superior Court ee a ee for Recctd DEC 10 1970 “1h gg m RA, ond rpcorded by ‘ my . Towm Clark | Book: 110 Page: 187 Page: 2 of 2 _ Book: 661 Page: 462 Page: 1 of 1 Book: 661 Page: 462 Page 1of1 CAAA ‘Doc ID: 002946060001 «661 oA 62, ASSESSOR’S CERTIFICATE CLASSIFICATION OF LAND AS FOREST LAND The undersigned Assessor for the Town of Montville, in the County of New London and State of Connecticut, certifies that property in the name of Zachary Francis Cash and located at Chesterfield Rd., Map 29 Lot 66 with a total of 59.96 acres, has classified 58.12 of those acres as forestry. This property was acquired on 10/29/2019 and recorded in Volume 649 Page 942 of the Montville Land Records. Pursuant to Section 12-504a(b) and Section 12-504e of the Connecticut General Statutes, additional conveyance tax may be collected if the property is sold or has a change of use within ten years from the time they acquired title to such land or from the time they first caused such land to be so classified, whichever is earlier. Dated at Montville, Connecticut this 18th day of November 2020. Assessor, Town of Montville Received for Record at Montville, CT On 11/18/2020 At 2:11:01 pm ACIS ah ley — Book: 661 Page: 462 Page: 1 of 1 Book: 689 Page: 660 Page: 1 of 14 Book: 689 Page: 660 Page 1 of 14 Return To: Dime Bank ~ sosaen te rem NORWICH, CT 06360 Doc ID: 003042540014 Type: LAN «689 660-673 (Space Above This Line For Recording Data) OPEN-END MORTGAGE DEED DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument". means this document, which_is_dated November 10, 2022 together with all Riders to this document. _ (B) "Borrower" is Zachary Francis Cash . Borrower is the mortgagor under this Security Instrument. (C) "Lender" is Dime Bank. Lender is A Banking Corporation, organized and existing under the laws of CONNECTICUT. Lender's address is 290 Salem Tpke, NORWICH, CONNECTICUT 06360. Lender is the mortgagee under this Security Instrument. ‘ (D) "Note" means the promissory note signed by Borrower and. dated November 10, 2022. The Note states that Borrower owes Lender FIVE HUNDRED FOUR THOUSAND AND NO/100 Dollars (U.S. $504,000.00) plus interest. Borrower has - promised to pay this debt in regular Periodic Payments and to pay the debt in full not‘later than December 1, 2053. i (£) "Property" means the property that is described below under the heading “Transfer of Rights in the Property." (F) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (G) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower (check box as applicable): Adjustable Rate Rider [] Condominium Rider [] Second Home Rider Balloon Rider [] Planned Unit Development Rider -- CL _ VA Rider oa poo _ 1-4 Family Rider - [1 Biweekly Payment Rider IX} Other (Specify) Construction Rider To Open-End Mortgage Deed, (H) “Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions. (1) “Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (J) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point- of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. ‘ (K) "Escrow Items" means those items that are described in Section 3. CONNECTICUT - Single Family - Fannie Mae/Freddie Mac UNIFORM INSTRUMENT . Form 3607 1/01 Page 1 of 11 IDS, Inc. - 31645 Borrower(s) Initials A - ue at Book: 689 Page: 660 Page: 1 of 14 Book: 689 Page: 660 Page: 11 of 14 Book: 689 Page: 660 Page 11 of 14 BY SIGNING BELO Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and grrower and recorded with it. \ Signed, sealed and ge}ivered in the presence of: oe -Witness Q. We j ALA -Witness fake ODS (Seal) (Seal) ‘SZaehary Francis Cash -Borrower -Borrower STATE OF _CONNECTICUT_ , NEW LONDON County ss: NEW LONDON The foregoing instrument was acknowledged before me this 10th day of November, _2022 by Zachary Francis Cash, (Rsakk Commissioner of the Supleior Gourt MOOG onathan A. Peck et wo Commissioner of the Superior Court Loan originator (Organization): Dime Bank; NMLS #: 493990 Loan originator (individual): Jeanne Lusster; NMLS #: 954464 CONNECTICUT - Single Family - Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 3007 1/01 Page 11 of 11 IDS, tne, - 31615 Book: 689 Page: 660 Page: 11 of 14 Book: 689 Page: 660 Page: 12 of 14 Book: 689 Page: 660 Page 12 of 14 SCHEDULE “A” 257 Chesterfield Road, Oakdale, Montville, Connecticut A certain tract or parcel of land situated in the Tewn of Montville, County of New London, State of Connecticut being bounded and described as follows: Beginning at a point on the northerly line of Chesterfield Road, said point marking the southeasterly corner of land now or formerly or Robert & Pamela Howard and the southwesterly corner of the herein described parcel and running thence N 1° 55 Wa distance of 2391.5 feet to land now or formerly of Michael, Jr. & Marian Brycki, Trustees; thence S 76° 17’ E a distance of 653.3 feet partly along a stone wall to a drill hole, bounded northerly by said Brycki; thence S 78° 52" E a distance of 150.1 feet along a stone wall to a drill hole, bounded northerly by land now or formerly of Christine Job; thence § 77° 21’ E a distance of 150.2 feet partly along a stone wall to a drill hole, bounded northerly by land now or formerly of Frances Ponton; thence S 78° 12’ E a distance of 261.6 feet along remains of a wire fence to an iron pin, bounded northerly by land now or formerly of Joseph Ross; thence S 79° 16’ E a distance of 228.8 feet along remains of said fence to a tree, bounded northerly by land now or formerly of Charles & Diane Williams; thence S 77° 12' E a distance of 128.4 feet along remains of said fence to a point, bounded northerly by land now or formerly of Jonathan & Heather Swift; thence N 84° 03’ E a distance of 12.1 feet along a stone wall to a point, bounded northerly by said Swift; thence S 83° 36' E a distance of 54.5 feet along said wall to a point, bounded northerly by said Swift and land now or formerly of Tadeusz, Jr. & Charlene Kopij, in part by each; thence S 68° 25'E a distance of 62.0 feet along said wall to a point, bounded northerly by said o Kopij; thence S 87° 19’ E a distance of 128.9 feet along remains of a wire fence to a tree, bounded northerly by said Kopij and land now or formerly of Dwight Jones, Jr. & Erika Swan, in part by each; thence S 79° 36’ E a distance of 85.8 feet along said remains of fence to a tree; thence S 63° 48’ E a distance of 36.0 feet along said fence to a tree, these last two courses bounded northerly by said Jones & Swan; thence S 86° 04’ E a distance of 61.1 feet along said fence to a point, bounded northerly by said Jones & Swan and Ortega Drive, in part of each; thence N 82° 29’ E a distance of 43.9 feet to a point, bounded northerly by Ortega Drive; thence S 68° 04’ E a distance of 132.1 feet along remains of a wire fence to a tree; thence S 77° 02'E a distance of 82.0 feet along said fence to a point; thence S 80° 46’ Ea distance of 121.1 feet along said fence to a tree; thence S 82° 58’ E a distance of 78.9 feet along said fence to a tree; thence S 75° 32’ E a distance of 86.4 feet along said fence to a point, these last five courses bounded northerly by land now or formerly of Cynthia Santacroce; thence S 1° 38 W a distance of 815.9 feet to a point on the northerly line of Chesterfield Road, bounded easterly by land now or formerly of the Connecticut Light & Power Co.; thence S 83° 54* W a distance of 198.8 feet to a point; thence S 75°51' W a distance of 211.2 feet to a point, these last two courses running by and along the northerly line of Chesterfield Road; thence N 15°11' W a distance of 250.0 feet to a point; thence S 75° 11' W a distance of 200.0 feet to a point; thence S 15° 11' E a distance of 250.0 feet to a point on the northerly line of Chesterfield Road, these last three courses bounded westerly, southerly and easterly by land now or formerly of Nancy Hubbert; thence S 75° 51' W a distance of 110.0 feet to a point; thence S$ 71° 19' W a distance of 90.0 feet to an iron pin, these last two courses running by and along Le Book: 689 Page: 660 Page: 12 of 14 Book: 689 Page: 660 Page: 13 of 14 Book: 689 Page: 660 Page 13 of 14 the northerly line of Chesterfield Road; thence N 15° 11’ W a distance of 287.0 feet to an iron pin, bounded westerly by land now or formerly of Juan & Tara Falcon and land now or formerly of Nancy Clark, in part by each; thence N 0° 48’ E a distance of 805.3 feet to an iron pin; thence ‘N 78° 08" W a distance of 1000.0 feet to an iron pin; thence S 16° 05’ E a distance of 905.0 feet to a drill hole at a stone wall corner; thence S 19° 21’ E a distance of 2.9 feet to a drill hole; thence S 16° 11' E a distance of 96.7 feet along said wall to a point; thence S 18°17’ Ea distance of 143.4 feet along said wall to a point, these last six courses bounded westerly, southerly and easterly by land now or formerly of Michael & Terri Desautels; thence S 14° 27' E a distance of 119.2 feet along said wall to a point; thence S 12°22’ E a distance of 49.9 feet along said wall to a point; thence S 9° 30' E a distance of 181.7 feet along said wall to a point, these last three courses bounded easterly by land now or formerly of CIL Realty Inc.; thence S 81° 57' W a distance of 133.6 feet to a point; thence Southeasterly along the arc of a curve to the left having a radius of 340.8 feet a distance of 40.4 feet to a point; thence S 29° 43’ E a distance of 80.2 feet to a point of curve to the left having a radius of 20.0 feet; thence Easterly along the arc of said curve a distance of 30.9 feet to a point on the northerly line of Chesterfield Road, these last four courses bounded southerly, northeasterly and northerly by : Iand now or formerly of Anita Delacruz; thence S 61° 46' W a distance of 42.4 feet to a point;. thence S 59° 33' W a distance of 46.9 feet to a point of curve to the left having a radius of 20.0 feet, these last two courses running by and along the northerly line of Chesterfield Road; thence Northerly along the arc of said curve a distance of 31.7 feet to a point; thence N 29° 43’ Wa distance of 79.2 feet to a point of curve to the right having a radius of 390.8 feet; thence Northerly along the arc of said curve a distance of 112.0 feet to a point, these last three courses bounded northwesterly and westerly by land now or formerly of Kimberly & Christopher Hinkelman; thence S 59° 49' W a distance of 312.5 feet to a point, bounded southeasterly by land of said Hinkelman and land now or formerly of Frank & Anjanette Angelus, in part by each; thence N 78° 15’ W a distance of 26.3 feet to an iron pin, bounded southerly by land now or formerly of Thomas & Diane Nazarko; thence N 88° 05’ W a distance of 300.0 feet to an iron pin, bounded southerly by land of said Nazarko and land now or formerly of Edward & Robyn Smiarowksi, in part by each; thence , S 1° 55’ W a distance of 300.0 feet to an iron pin; thence N 59° 16’ E a distance of 229.4 feet to an iron pin; thence S 23° 54’ E a distance of 145.0 feet to an iron pin on the northerly line of Chesterfield Road, these last three courses bounded éasterly, northwesterly and northeasterly by land of said Smiarowski; thence S 55° 27' W a distance of 185.0 feet to a point; thence S 66° 04’ W a distance of 209.0 feet to a point; thence S 73° 38' W a distance of 229.0 feet to the point of beginning, these last three courses running by and along the northwesterly line of Chesterfield Road. Containing 58.4 more or less, acres. Ze Book: 689 Page: 660 Page: 13 of 14 Book: 689 Page: 660 Page: 14 of 14 Book: 689 Page: 660 Page 14 of 14 CONSTRUCTION RIDER TO OPEN-END MORTGAGE DEED The Buildings or improvements on the Property are in process of construction or repair, or are to be constructed or repaired. The Lender has agreed to make said loan to be paid over to the Borrower in installments as the work progresses, the time and amount of each advancement to be at the sole discretion and upon the estimate of the Lender, so that when all the work on the Property shall have been completed to the satisfaction of the Lender, the Lender shall then pay over to the Borrower any balance necessary to complete the full loan of $504,000.00. The Borrower agrees to complete the construction or repair of said buildings to the satisfaction of the Lender within a reasonable time from the date of said mortgage, which is estimated by the Lender to be November 10, 2023. In the sole discretion of the Lender, the time for completion of the construction or repair of said building can be extended to a date not later than November 10, 2023. The borrower agrees that if the construction or repair of said buildings and improvements on the Property is discontinued or is delayed for such time or in such manner that, in the opinion of the Lender, said buildings or improvements will not be constructed or repaired within the time limited above, the Lender may, at its option, without notice (which is hereby waived) declare the entire amount of the installment or installments already paid to the Borrower, together with interest thereon, to be immediately due and payable notwithstanding the provisions of paragraph 19 on the Mortgage Deed. The Borrower agrees that any assignment by the Borrower of all or any part of the proceeds of said loan prior to full advancement there of Lender shall be void and of no_foyce and effect unless the written consent of the Lender is first obtained. by fe los 11/10/22 Zachary Francis Cash Date Date Construction Rider to Open-End Mortgage Deed Page 1 of 1 IDS, Inc. - 42510 ~\ RAMEE) = Samearaiss © PYRE 9 Book: 689 Page: 660 Page: 14 of 14 File Number: 000000002870 Page: 1 of 1 LEGEND These standard symbols may be found in the drawing. ew Light Pole CONC. Concrete BIT. Bituminous sei Utility Pole WV Water Valve GV Gas Valve X x Chain Link Fence TT Boundary Line Edge of Road / Drive DOOIOISOOIOOS Stone Wall CB Catch Basin SMH Sewer Manhole LP.S. 5/8" Iron Pin Set RR SPIKE FOUND — Railroad Spike Found Town Clerk Plan # 237. D.H.F. Drill Hole Found D.H.S. Drill Hole Set WLF 2 Wetland Flag GMS Granite Merestone EX. CONC. MON. — Existing Concrete Monument TBS To Be Set A a Tree line CHD CT Highway Department Monument ae Existing Contour Line Proposed Contour Line —o———-_—0 Silt Fence Water Line Electric Service Communications Service Bit Conc Lipped Curbing ne BCLC Proposed 4" PVC Schedule 40 ASTM D1785 Building Sewer - 392.94' invert @ foundation with clean out: Total length 32.51 Linear Feet @ 1/4" per foot Proposed 1,250 Two-Campartment Septic Tank - Inlet invert 392.26' (TYP.) Proposed Footing and Leader Drain Discharge Proposed Spot Grade - 393.59" Proposed 4" ASTM F1760 SDR 35 Distribution Pipe Proposed Spot Grade - 392.75' Test Hole 4 (TH4) Percolation Test 2 (PT2) WL-47 SURVEY NOTES: 1. This survey has been prepared pursuant to the regulations of the Connecticut State Agencies, Sections 20-300b-1 through 20-300b-20 and the "Standards for surveys and maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996; Amended October 20, 2018, This survey type is an EXISTING CONDITIONS SURVEY based on a Re-Survey of General Notes Map 14. it is intended to show CONTOURS, TOPOGRAPHIC FEATURES AND A PARTIAL BOUNDARY. GENERAL NOTES: Test Hole 3 (TH3) 1) Not aif underground utilities have been shown. Call before you dig (CBYD) is recommended prior to any construction. 2) North orientation is based on an RTK GNSS observation under 2 different satellite constellations utilizing a Carlson BXR-6 and the ACORN Network in April 2021. 3) The word certify as used is understood to be an expression of professional opinion by the surveyor. It is a declaratory statement which is based on the surveyor's best knowledge, information and belief. As such it constitutes neither a guarantee nor warranty, expressed or implied, of any information contained hereon. 4) Wetlands field marked by James Cowen, CPSS and field located thereafter. 5) Reference is made to the following deed filed in the Town of Montville’s Clerk's Office, Volume 649 Page 942 for the subject property. 6) The removal or destruction of survey monumentation, whether set or found, as shown on this survey plan may be subject to Connecticut Statute 47-34a. 7) The subject property is encumbered by a pole line right of way in favor of the Hartford Electric Light Co., Electric Operations Department as shown on Montville Proposed CIP Concrete Retaining Wall Proposed Crushed Stone Driveway Proposed Single-Family 3BR Residential Finished Floor Elevation - 394.5' Proposed Electric Service (TYP.) Proposed Communications Service (TYP. ) HELT CO. Reserve Leaching Area - 60 LF Proposed Distribution Box (TYP.) Test Hole 2 (TH2) Graphic Scale 1" =40' 40 0 2. This survey conforms to Class A-2 / T-2, /)\ To the best of my knowledge and belief this map is substantially correct as noted thereon. } | / / f \ “ff pL —\ / Jf fo y, / ff 4/ +, fr DP / Py oA a Nf Ve Z /s /¥ Z C CC Brian D. Florek, LS. #70135 Managing Member, Florek Surveying, LLC 239 Shore Road, Waterford, CT 06385 bflorek@floreksurveyinglic.com (860) 271-6006 Not Valid Without . “hy Embossed Seal kL Als 80 TEST HOLE DATA CHESTERFIELD ROAD, UNCASVILLE, CT DATE ~ OCTOBER 22, 2020 TIME — 8:30AM TO 11:00AM TEMPERATURE — 73 DEGREES CONDITIONS — SUNNY AND CLEAR ENGINEER — DAVID L. COOLEY, P.£., DLC ENGINEERING SERVICES, LLC HEALTH DEPARTMENT — MICHAEL KIRBY, RS, UNCAS HEALTH DISTRICT TEST HOLE 1 — THI 0 - 12" TOPSOIL/LEAF LITTER 12" ~ 29" ORANGE BROWN SANDY LOAM, SOME SILT 29" — 96" GREY SAND WITH SOME SILT, 5-10% GRAVEL, COMPACTED AT 54” NO GROUNDWATER TOTAL TEST HOLE DEPTH — 96” — NO LEDGE REDOX/GW MOTTLING — 36" ROOTS DOWN TO 60" TEST HOLE 2 - TH2 0 - 10" TOPSOIL/LEAF LITTER 10" — 24" ORANGE BROWN SANDY LOAM, SOME SILT 24" — 96" GREY SAND WITH SOME SILT, 5-10% GRAVEL NO GROUNDWATER TOTAL TEST HOLE DEPTH — 96” — NO LEDGE REDOX/GW MOTILING - 54° ROOTS DOWN TO 24" Proposed Silt Fence (TYP.) 50' Wetland Setback Line Existing Gravel Driveway HELT CO. 10037 Existing Stone Wall To Be Removed Proposed Spot Grade - 393.00’ Test Hole 1 (TH1) Proposed Leaching Area - 60 LF GST 6212 - Bottom Elevation 390.75' (TYP.) Strip ail topsoil and remove any unsuitable material and replace with C33 sand to establish leaching system base elevation as necessary Percolation Test 1 (PT1) 160 To the best of my knowledge and belief this plan set is =a correnk as noted thereon. a { ( fof i |} \ | / | \ RW) DD? lolz eorz. David L. Cooley, P.E. #24892 Date Managing Member, DLC Engineering Services, LLC ‘259 Noank Ledyard Road, Mystic, CT 06355 dlcengineeringservicesilc@gmail.com 860.966.5528 Y TEST HOLE 3 — TH3 0 - 8" TOPSOIL/LEAF LITTER BY - 22" ORANGE BROWN SANDY LOAM, SOME SILT 22" - 97" GREY SAND WITH SOME SILT, 5-10% GRAVEL GROUNDWATER AT 87" TOTAL TEST HOLE DEPTH - 97" — NO LEDGE REDOX/GW MOTTLING - 22” ROOTS DOWN TO 24" TEST HOLE 4 = TH4 0 - 8" TOPSOIL/LEAF LITTER BN — 25" ORANGE BROWN SANDY LOAM, SOME SILT 25" ~ 76° GREY SAND WITH SOME SILT, 5-10% GRAVEL, STONES AND COBBLES NO GROUNDWATER TOTAL TEST HOLE DEPTH — 76" — NO LEDGE REDOX/GW MOTTLING - 27" ROOTS DOWN TO 34" HELT CO. 10036 1 <a; Vi ' ML-9 i ‘ Se/ ' 6 a ; <e) SS WL-24 b>) Se/ WL-23 g Y/ WI-21 WL-22 WL-2X » WL-1/5X < Se/ WL-3X ° WL-4X WL-34 WL-33 50' Wetland Setback Line Existing Limits of Clearing Proposed Drilled Well Proposed Silt Fence (TYP.) EROSION AND SEDIMENT CONTROL PLAN: EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND INSTALLED PER THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. who oN OW > 9. 10. 11. 12, ESTIMATED DURATION OF MAJOR CONSTRUCTION ACTIVITIES ~ 90 DAYS. SURVEYOR TO MARK WETLAND SETBACK LIMITS ON THE PROPERTY AS APPLICABLE. SILT FENCE IS TO BE INSTALLED, AS INDICATED ON THE SITE PLAN, PRIOR TO ANY CONSTRUCTION ACTIVITY AND INSPECTED BY TOWN STAFF. A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN FOR THE PURPOSE OF INSPECTION PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONSTRUCTION ENTRANCE TO BE INSTALLED, AS INDICATED ON THE SITE PLAN, PRIOR TO ANY CONSTRUCTION ACTIITY. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS INDICATED IN THE CONSTRUCTION SEQUENCE ON THE SITE PLAN. STOCKRILE AREAS MUST BE DIRECTLY CONTAINED WITHIN SILT FENCE AROUND THE COMPLETE IM F EXCESS SPOILS SHALL BE DISPOSED OF OFF SITE AT AN APPROPRIATELY LICENSED FACILITY. ALL REMAINING DISTURBED AREAS SHALL BE SEEDED UPON COMPLETION OF CONSTRUCTION IF DURING THE PLANTING SEASON, RECOMMENDED SEEDING DATES SHALL BE BETWEEN APRIL 15 AND SEPTEMBER 15. SEED MIX WILL CONSIST OF 0.45 LB PER 1,000 S.F. OF CREEPING RED OR TALL FESCUE, 0.05 LB PER 1,000 S.F. OF REDTOP AND 0.20 LB PER 1,000 S.F. OF BIRD'S FOOT TREFOIL wy INNOCULENT. FERTILIZER MAY BE APPLIED AT THE RATE OF 7.5 LB PER 1,000 S.F. OF 10-10-10. SILT FENCE BARRIER TO BE MAINTAINED AND LEFT IN PLACE UNTIL ALL DISTURBED AREAS HAVE ESTABLISHED VEGETATION TO THE SATISFACTION OF TOWN STAFF. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTION AND MAINTENANCE OF SILT FENCE AND EROSION AND SEDIMENT CONTROL CONDITIONS ONSITE DURING CONSTRUCTION. PROJECT ENGINEER MAY BE CALLED FOR SPECIAL INSPECTIONS TO ASSESS EROSION AND SEDIMENT CONTROL PLAN EFFECTIVENESS AND MAKE REVISIONS AS NECESSARY. PROJECT ENGINEER MAY ALSO BE CALLED IN TO ASSESS EMERGENCY SITUATIONS (I.E. SEVERE FLOODING, RAINS OR OTHER ENVIRONMENTAL PROBLEMS). HELT CO. 10035 Oy / im =) x : ay = 1 t O Xe / p 4 a Y Vv wee 7S Sw 28 = We WL-27 : - my > OA CONSTRUCTION SEQUENCE: CHESTERFIELD a HELT CO. 10034 SURVEYOR TO MARK LIMITS OF CLEARING AND THE AREA OF DISTURBANCE. INSTALL SILT FENCE AS INDICATED ON THE SITE PLAN AND PER EROSION AND SEDIMENT CONTROL PLAN. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE SITE PLAN AND PER EROSION AND SEDIMENT CONTROL PLAN. SURVEYOR TO MARK LIMITS OF FOUNDATION FOR PROPOSED BUILDING. EXCAVATE FOR AND CONSTRUCT FOUNDATION FOR PROPOSED BUILDING. EXCAVATE FOR AND INSTALL UTILITY SERVICE TO THE PROPOSED BUILDING. CONSTRUCT PROPOSED BUILDING. COMPLETE FINAL GRADING WITHIN THE AREA OF DISTURBANCE. INSTALL SEPTIC SYSTEM. . INSTALL DRIVEWAY AND PARKING AREAS. . TOPSOIL OF EXPOSED SOILS TO PREPARE FOR RESEEDING. . RESEED ALL EXPOSED AREAS PER EROSION AND SEDIMENT CONTROL PLAN. COVER WITH STRAW. . SILT FENCE TO REMAIN IN PLACE UNTIL ALL UP—GRADIENT AREAS ARE PERMANENTLY ESTABLISHED TO THE SATISFACTION OF THE TOWN. PERCOLATION TEST DATA CHESTERFIELD ROAD, UNCASVILLE, CT DATE — OCTOBER 22, 2020 TIME — 11:30AM TO 2:30PM TEMPERATURE — 72 DEGREES CONDITIONS — SUNNY AND CLEAR PERCOLATION TEST 1 — PT1 DEPTH — 24” PRE-SOAK — 11:45AM R OA D \ \ \ \ Proposed Construction Entrance (TYP.) FOOD \ v z \ & Zex — Cv eS ss HELT CO. oo TT \ \ 6778 aoe 5 \ “— 7 - - \ -“7 ao - THELT CO \ eo 8 10034 ANS TIME WATER LEVEL (IN.) WATER LEVEL DROP (IN.) RATE. MIN./IN. 1:07PM 5.5 1:12PM 7.00 1.50 3.3 1:17PM 8.50 1.50 3.3 1:22PM 9.625 1.125 4.4 1:27PM 10.625 1.00 5.0 1:32PM 11.625 1.00 5.0 1:37PM 12.375 0.75 6.7 1:42PM 13.375 1.00 5.0 1:47PM 14.125 0.75 6.7 1:52PM 14.875 0.75 6.7 1:57PM 15.625 0.75 6.7 2:02PM 16.375 0.75 6.7 2:07PM 17.00 0.625 8.0 2:12PM 17.625 0.625 8.0 2:17PM 18.25 0.625 8.0 PERCOLATION TEST 2 — PI2 DEPTH - 22" PRE-SOAK ~ 12:15PM TIME WATER LEVEL (IN.) WATER LEVEL DROP (IN.) RATE MIN./IN. 1:25PM 5.5 1:30PM 7.00 1.50 3.3 1:35PM 8.50 1.50 3.3 1:40PM 9.625 1.125 4.4 1:27PM 10.625 1.00 5.0 1:32PM 11.625 1.00 5.0 1:37PM 12.375 0.75 6.7 1:42PM 13.375 1.00 5.0 1:47PM 14.125 0.75 6.7 1:52PM 14.875 0.75 6.7 1:57PM 15.625 0.75 6.7 2:02PM 16.375 0.75 6.7 2:07PM 17.00 0.625 B.0 2:12PM 17.625 0.625 8.0 2:17PM 18.25 0.625 8.0 | MN Doc ID: 003038390001 Type: MAP ri1e2870 PARTIAL TOPOGRAPHIC SURVEY LAND BELONGING | TO: ZACHARY F. CASH Not Valid Without Embossed Seal red APRIL 28, JULY 17, 2021 AUGUST 19, 2021 CHESTERFIELD ROAD MONTVILLE, CONNECTICUT SCALE: 1 = 40’ 2021 SHEET 1 OF 3 4 wd 02:8 IW ZZOZ/POIOL UO LO ‘ayo Je Pucdayj JO) panieoey oa co ARY é File Number: 000000002870 Page: 1 of 1 File Number: 000000002871 Page: 1 of 1 1250 GALLON SEPTIC TANK DETAILS 1. THERE ARE NO WELLS WITHIN 75 FEET OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM. BASIS OF DESIGN: 8 OUTLET DISTRIBUTION BOX a | a 2. THERE ARE NO FOOTING DRAINS WITHIN 25 FEET OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM. DETAI! LIMA mA On 3. A CONDITION OF THIS DESIGN IS THAT THE SUBSURFACE DISPOSAL SYSTEM SHALL BE STAKED RESIDENTIAL HOME — 3 BEDROOMS hii el NPE 4 Ha lees panies eee Carnie ae SUBSURFACE SEWAGE DISPOSAL NO GARBAGE GRINDER AND NO LARGE TUBS OF 100-200 GALLONS NOT FO SCALE Vr oats FA "SYSTEM IN ACCORDANCE WITH THE APPROVED PLANS. IN ADDITION, PER PUBLIC HEALTH CODE ASSUME 150 GALLONS PER BEDROOM PER DAY BASED ON DESIGN FLOW FOR SINGLE FAMILY RESIDENTIAL ia : . A ‘. a REQUIREMENTS THE LICENSED INSTALLER SHALL BE ON-SITE DURING THE CONSTRUCTION OF THE SYSTEM. DESIGN FLOW = 3 BEDROOMS X 150 GPCD = 450 GALLONS PER DAY AMK ODRSICK SRE STATION 5. ALL TOPSOIL, STUMPS AND BOULDERS MUST BE REMOVED FROM THE AREA OF THE SUBSURFACE homeo 8G CATES! SEWAGE DISPOSAL SYSTEM. SILT FENCE SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE SYSTEM. DESIGN PERCOLATION RATE = LESS THAN 10.0 MINUTES PER INCH o~ Aili OESIGNATION ot 22? 6. THE LOCAL HEALTH DEPARTMENT/DISTRICT MUST BE NOTIFIED BEFORE ANY PORTION OF THE ; ee ene cea ant © tote, mubare SUBSURFACE SEWAGE DISPOSAL SYSTEM IS CONSTRUCTED AND PRIOR TO BACKFILL OF ANY PORTIONS. DESIGN COMPONENTS: ” 24 “ a ee a 7. THE INSTALLER SHALL BE RESPONSIBLE FOR AND ADEQUATELY COMPACT ANY FILL THAT IS REQUIRED 11/2" fee — 1-19" be 1/2" “a _ I] LATEST AABATS B35 CRICATON OR USED FOR OR IN CONJUNCTION WITH THE SUBSURFACE SEWAGE DISPOSAL SYSTEM. ALL FILL SHALL yi se | ‘ a A M-7BE WEES FEDERAL BE PLACED IN 6 TO 8 INCH LIFTS AND SHALL BE MECHANICALLY COMPACTED. 1,250 GALLON TWO COMPARTMENT SEPTIC TANK : | | | a ae oe LOHAN SSS ROR NETO A 8. THERE SHALL BE NO CUTS WITHIN 50 FEET OF THE DOWNHILL SIDE OF THE SUBSURFACE SEWAGE a ee ee . ee * nd fF FPL ET AND OUTLET LOCATON M ITHIN 25 FEET OF THE SIDES OF THE SYSTEM. THERE SHALL BE NO STUMPS OR _ 7 | _. a a * eo vu ee OS BOULDERS BURIED WITHIN 50 FEET OF THE DOWNHILL SIDE OF THE SYSTEM. EFFECTIVE LEACHING AREA REQUIRED = 495 SF PER TABLE 6 OF THE CTDPH TECHNICAL STANDARDS | c | oun pas _ Ee, DEromuce 9. SHOULD ANY SIGNIFICANT VARIATIONS FROM TEST PIT DATA SHOWN (LEDGE, GROUNDWATER, ASSUME 150 GALLONS PER BEDROOM PER DAY BASED ON DESIGN FLOW FOR SINGLE FAMILY RESIDENTIAL L. {| REN “4 a | MOTTLING, SOIL TYPE) BE DISCOVERED BY THE INSTALLER, THE ENGINEER SHALLL BE NOTIFIED PRIOR TO 62"x12" GEOMATRIX GST 6212 LEACHING SYSTEM, ELA=10.0 SF/LF , oe fewer | LB TIMES “A ; 2 AEANTORCING STEL. wELOCD wee PROCEEDING WITH THE INSTALLATION OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM. 12 FOOT MINIMUM ROW SPACING (ON CENTER) 1-40 | opemine | | Vd - aN te LON ONY IG CATS AST 10. IN GENERAL ALL CONSTRUCTION PRACTICES, AS PER THE PUBLIC HEALTH CODE, SHALL BE ADHERED TO. ve" ae i | | wee DRETE LOMO RSE S SOME OF THE MAJOR PROCEDURES, BUT DO NOT RELIEVE THE INSTALLER _ | rs i _. Kd ~ 4200 PS bard FROM FULL COMPLIANCE DUE TO THEIR LACK OF MENTION BELOW: LENGTH OF LEACHING UNITS REQUIRED = 495 SF/10.0 SF/LF = 49.5 LF | | La tJ 7 SOP MAN CALTURE AT a. ALL TOPSOIL, STUMPS AND BOULDERS SHALL BE REMOVED FROM TEH AREA OF THE LENGTH OF LEACHING SYSTEM PROVIDED = 60 LF mm peg a pe pny nd “4 RO SUBSURFACE SEWAGE DISPOSAL SYSTEM AND FILL. THIS AREA SHOULD EXTEND TO A MINIMUM TOTAL EFFECTIVE LEACHING AREA PROVIDED = 600 SF as a - Nee SECHICAS AME MOND OF 5 FEET AROUND EACH LEACHING AREA. NO MACHINERY OR VEHICLES SHALL BE ALLOWED 1 1/2" TOP VIEW . Sennen : weal Cas ON THE EXPOSED NATIVE SOIL. STRIPPING SHOULD NOT TAKE PLACE WITHIN 48 HOURS OF A f aod vit Oe “OP EW FE oF RAIN STORM OR IF THERE IS STANDING WATER IN THE AREA. DEPTH TO RESTRICTIVE LAYER = 18 INCHES RESTRICTIVE LAYER/REDOX/GW MOTTLING (ROOF SLAB THICKNESS IS 2”) ss ce Pee eae: = Fa b. THE EARTH SHALL BE SCARIFIED PRIOR TO FILL PLACEMENT. GRAVEL FILL SHALL MEET PUBLIC MLSS HYDRAULIC GRADIENT — 6.1% Ne HEALTH CODE SPECIFICATIONS AND BE PLACED IN ACCORDANCE WITH NOTE 7. MLSS = HEX FFX PF = 34X15X 1.0 = S510 LF ean — c. NO TRUCKS OR HEAVY MACHINERY SHALL BE ALLOWED IN THE STRIPPED AREA. 60 LF OF LEACHING SYSTEM SPREAD PROVIDED ne nn Oo aby 0 =a s fey * 1” oa) a Ay OIG SPECICATION i : ae . ; ie ie | 11, THIS SUBSURFACE SEWAGE DISPOSAL SYSTEM IS NOT DESIGNED TO ACCEPT BACKWASH FROM A 11/2 s/s (nn 1-10 or 1/2 Se en anc = ‘ NER. - we a cr im 12. ALL CEOUATR GST 6212 INSTALLATIONS UTILIZE A SPECIFIED SAND (SEE DESIGN NOTE ON SPECIFIED LEACHING SYSTEM BOTTOM ELEVATION (UPGRADIENT SIDE) — 390.75 FT —— ASTM DESIGNATION C91. | a ie SAND) AROUND THE LENGTH OF LEACHING SYSTEM SPECIFIED - 2 INCH MINIMUM UNDERNEATH AND 2 LEACHING SYSTEM FILL — PER MANUFACTURER SPECIFICATIONS AND DETAIL DRAWINGS, GST 6212 SYSTEM USES A ** === sstenteateninsieatiotenintion | bios - at ous INCH MINIMUM ON THE SIDES. THE DEPTH OF SPECIFIED SAND UNDERNEATH THE LEACHING SYSTEM COMBINATION OF ASTM C33 SELECT SAND AND CT DOT FORM 816 NO. 6 STONE AGGREGATE PER SECTION VIIA | l | ies - wn SHALL BE INCREASED BASED ON EXISTING GRADES WITH TOPSOIL REMOVED TO MAINTAIN A LEVEL OF THE CTDPH TECHNICAL STANDARDS MEETING THE FOLLOWING STIPULATIONS AND GRADATION: agar | ; BAFFLE | - woe Be ese ar ne BASE ELEVATION FOR EACH LEACHING AREA. 13 1/4" |mwer |) OOO FPS fe) outer aes any ; “ 13. THE SPACE BETWEEN THE GEOMATRIX GST 6212 SECTIONS CREATED AT ANGLED BENDS SHALL BE SELECT FILL PERCENT PASSING porennc| (fF WE (Ey (CY) LY renin 2 CONCRETE COMPRESSIVE py ON we I I FILLED WITH ASTM C33, SPECIFIED SAND. WHERE APPLICABLE. ee We DRY AME 10 Ye LY SL] 8 Ties wR ee ees oe 1 ia 14. THE GEOMATRIX GST 6212 SYSTEM SHALL BE FED BY A 4 INCH SOLID SDR 35 PVC PIPE AND TRANSITION #4 Denes lb a a ae ot oe me eh $. METHOD OF MANUFACTURE WET ee eee eee ae TO A 4 INCH PERFORATED SDR 35 PVC PIPE THE LENGTH OF EACH LEACHING SYSTEM. THE END OF THE #10 70-100 70-100 en gy Cas * oan rom PERFORATED DISTRIBUTION PIPE SHALL BE PROVIDED WITH A SOLID CAP. #40 10-50* 10-75 r MINE new ‘1 4 SEDTION IS WONDLITHIC SUE WEW 15. BACKFILL AND FINISH GRADING: CAREFULLY PLACE BACKFILL OVER THE LEACHING SYSTEM, A TOTAL #100 0-20 0-5 1 1/2 SIDE VIEW . 1 CHART MINIMUM DEPTH OF 6 INCHES OF WELL GRADED SANDY FILL (CLEAN, POROUS, AND DEVOID OF ROCKS) #200 0-5 0-25 _ THICKNESS IS 1 1/2") 4 AS MEASURED FROM THE TOP OF THE FILTER FABRIC OVER THE DISTRIBUTION PIPE. FINISHED GRADE DF : UNOFF FROM THE SOIL TREATMENT AREA AND PREVENT SURFACE PONDING *PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 B OUTLET D-B0x - UNITED CO FF IcTS INC. PER THE PROPOSED CONTOUR LINES AND SPOT GRADES PROVIDED ON THE SITE PLAN. PROTECT THE SIEVE DOES NOT EXCEED 10% AND THE 4200 SIEVE DOES NOT EXCEED 5%. IF THE FILL FAILS THE DRY SIEVE BUT INSTALL WATERTIGHT PLUGS ON ALL UNUSED oO we UNITED CONCRETE PRODUC . S INC SYSTEM AREA FROM EROSION BY LOAMING AND SEEDING OR BY USING OTHER APPROVED METHODS PASSES THE WET SIEVE, THEN THE FILL SHALL BE APPROVED. ere 73 CHLRDY STREET TEL S00 234-3093 Fax, (207 265-494° OF EROSION CONTROL. , OUTLETS. WAP S¥L, GT leeu pas) ge4-3-4 16. THIS DESIGN COMPLIES WITH AND MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT C33 SAND PERCENT GEOMATRIX GST 62 SERIES DESIGN AND INSTALLATION MANUAL. SIEVE SIZE PASSING —_ | 17, THE FILL OVER THE SEPTIC TANK SHALL NOT EXCEED 12 INCHES WITHOUT THE INSTALLATION OF 0.375" 100 NOT TO SCALE PRECAST CONCRETE RISERS ABOVE THE MANHOLES. IF RISERS ARE INSTALLED, THE ORIGINAL COVERS #4 95.0-100.0 OTE ON THE SEPTIC TANK SHALL REMAIN. kg FA KIOANG NOTES: 18. A CLEAN OUT SHALL. BE, INSTALLED JUST INSIDE THE FOUNDATION WALL ON THE BUILDING SEWER PIPE #16 50.0-85.0 | OR MAINTEN SES. 430 25 0-60.0 CONSTRUCTION FNTRANCE DETAIL 1. SEE ELEVATION SCHEDULE FOR SEPTIC TANK INSTALLATION ELEVATIONS. 450 5,0-30.0 2. SEPTIC TANK SHALL BE INSTALLED SER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. #100 <10 #200 <S 50MIN. | EXISTING NOTE: ASTM C33 SELECT SAND SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE THREE (3) INCH Lb Sg PAVEMENT GEOMATRIX GST ™ LEACHING SYSTEM SIEVE. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 _ fe FS A-A’ CROSS SECTION SIEVE. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS existing “YS Z MOUNTABLE. BERM STARTED. GROUND GEOTEXTILE PROFILE (OPTIONAL) NO. 6 STONE AGGREGATE sown. _ SILT FENCE DETAIL Finished Grade shall be pitched to sheet SIEVE (AK.A. 3/4" STONE) z T flow stormwater away from system SIZE PERCENT PASSING (BY WEIGHT) eXISTING 1| 2 NTS WV Vo WV VY VV 2 ; he GROUND | qt Cover material depth shall be >6" 1.5 /A z yomin.-| EXISTING FILTER FABRIC and shall be uniform over system . 100 Ver me A “| PAVEMENT FILTER FABRIC. MATERIAL MATERIAL USE STITCHED LOOPS iter Fabric 3/4" 90-100 SES T. ae 36" WIDE ROLLS OVER 2"'x2" POSTS oF 1/2" 20-55 LAN VIEW Z “| 12 3/8" 0-15 2 wr 7 #4 0-5 _ i 7 li CT DOT No. 6 NOTE: STONE AGGREGATE MUST BE OF UNIFORM CONSISTENCY AND ONLY CONTAIN CLEAN, HARD, TOUGH, DURABLE CONSTRUCTION SPECIFICATIONS al &| FRAGMENTS THAT MEET THE SPECIFICATIONS CITED IN THE STONE AGGREGATE DEFINITION WITHIN THE CTDPH : N STM C—33 Sand stone TECHNICAL STANDARDS, WHICH INCLUDES A FINES STANDARD OF A MAXIMUM OF 1% PASSING THE #200 SIEVE AT THE 1. STONE SIZE — USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE +} 14 a 18 (or approved equivilnt) PIT/QUARRY SOURCE. THIS STANDARD SHOULD ALSO BE MET AT THE SSDS INSTALLATION SITE; HOWEVER IN NO CASE Thay CULE CCCLE COU It Psa SHALL THE FINES EXCEED 1.5%. 2. LENGTH — NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A ~ ~ SS LEACHING AREA CROSS SECTION DETAIL Sree gel eh ee SIDE VIEW GEOMATRIX GST “LEACHING SYSTEM CROSS SECTION AA’ 3. THICKNESS — NOT LESS THAN SIX (6) INCHES. sIVE VIEW SIDE VIEW B—B’ CROSS SECTION ; 4. WIDTH — TWELVE (hee FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 305" 305 POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE Finished Grade shall be pitched to sheet soa 304! ENTRANCE TO SITE. flow stormwater away from system PROPOSED GRADE 5S. GEOTEXTILE — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. VY Vv WV VY WV VY WV se SS 5 aad 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- PLOW DIRECTION Cover material depth shall be >6" 302" — NS _ x02" STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING 1S ARROW (TYP) : 1.54 ph —~ — __ _ NATIVE FILL IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. and shall be uniform over system ie ~— ; 14 391” ' EXISTING GRADE Bo) 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL P STM C-—33 Sand —— ; RESTRICTIVE _LAYER 300" PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY, ALL 14— (or approved equivilant) ilter Fabri istribution Pipe An 390 i) SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS—OF—WAY 12 CT DOT No. 6 6 soo" seo" MUST BE REMOVED IMMEDIATELY. o a oe 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE 12] vo aN Hy ee 388" 388° AND WHICH DRAINS INTO AN’ APPROVED SEDIMENT TRAPPING DEVICE. 10 a oa band 7 . 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH io Q ned. 387 387 RAIN. = ° Sore 386 386° Bea) INTERLOCKED LL PROPERTY LINE. ena 2"%2" POSTS 62"! NOT TO SCALE W/ATTACHED FABRIC ANGLE ENDS OF FILTER FABRIC FENCE NOTES: TO ASSURE SOIL/SEDIMENT 1S TRAPPED PLAN _VIEW 4. TOPSOIL SHALL BE STRIPPED WITHIN THE LEACHING AREA AND EXTEND A GEOMATRIX GST ™ LEACHING SYSTEM MINIMUM OF 5 FEET IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE : LEACHING SYSTEM. 2 “re 2 oe ONCE TOPSOIL 1S REMOVED, C33. SAND SHALL BE USED TO ESTABLISH THE AAAI : - Uilagy BASE ELEVATION FOR THE LEACHING SYSTEM, AS NEEDED. Mae GON." 3, COMMON/NATIVE CLEAN FILL SHALL BE USED TO FILL THE REMAINING AREAS Doc ID: 003038400001 Type: MAP AND ESTABLISH PROPOSED GRADES AND ELEVATIONS AS SPECIFIED. . _ bt 12" MAX ———» 12" MAX ———» = co Fil 4, COMMON/NATIVE CLEAN FILL SHALL EXTEND AT LEAST 5 FEET IN ALL Ree Aen eS ON AT = i 2871 DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING SYSTEM. LAWN AREA, GRADETO -— : TACK COAT MATCH EXISTING \ 25 | - SEPTIC ELEVATIONS SCHEDULE Secu, J ousting Gaaot 2 OM ug. 7048 GRADE TO MATCH NN \ /{ - Va DOT #6 ot, Efrat eS EXISTING / \ oF stone fA ; ; BUILDING SEWER AT FOUNDATION f MARFA HAAR hls MAA ill rs} 5 SRN y y, ~~ e 3 an v oO TE 392.94" “Sf Vote? 9 SF & 4" SDR 3g°. 3 ; OUTLET INVERT / VA | LS Lf ; Vy, ce 12'Distribution ( 79 SEPTIC TANK sawcut |" oF °25/ ~~ 3" No,1100 20AA LEVELING COURSE : q Pipe _ Ma 392.96’ (TYP.) OSE 0 Les ~— 6" 21A LIMESTONE C.L.P, S = 9 Asm c-33 apne mE ve p Pee DETAIL DRAWING + Sand — Ww <Q OUTLET INVERT 392.00’ on BI WIDE (MIN) RED Be (er opproved squiviien!) . \ TOP OF TANK 393.09" + ae of ~ ovr RUN CONTINUOUS oo 7 | & LAND BELONGING TO: & 2 a o> o " : ° a) BOTTOM OF TANK 387.67 ; "Rac auues eto tf ZACHARY F. CASH a A’ | D¢ ECESSARY _— © 2 UL GRADE ON TOP OF TANK 393.59" =| MECHANICALLY TAMPED———— Cc 98% DISTREUTION BOX ACRFILL (86% COMPACTION) HESTERFIELD ROAD Ce RIGID PVC CONDUIT ~~~ io INLET INVERT 391.85’ ~~ en O CO C C | 4 comme is: MONTVILLE, NNECTICUT LEACHING UNIT OUTLET INVERT 391.75 CONDUCTORS ___-- . v _/ NW gn . Vi — LEACHING AREA CLEAN SAND CLEAN SAND SCALE: 1" = 40 INLET INVERT 391.75’ TOP ELEVATION 391.75" ELECTRIC/ COMMUNICATIONS TRENCH DETAIL APRIL 28, 2021 BOTTOM ELEVATION 390.75’ NOT TO SCALE JULY 1 /, 2021 AUGUST 19, 2021 SHEET 2 OF 3 File Number: 000000002871 Page: 1 of 1 File Number: 000000002872 Page: 1 of 1 File Number: 2872 Page 1 of 1 "This plan was compiled from other maps, record research or other sources of information. It is not to be be construed as having been obtained as the result of a field survey, and is subject to such change as an accurate field survey may disclose.” GENERAL NOTES: 1) North orientation is based on an RTK observation utilizing the SUPERIOR Network in February of 2021. 2) Not all underground utilities, if any, are shown on this plan. Call before you dig is recommended prior to any construction activities. 3) The word certify as used is understood to be an expression of professional opinion by me surveyor. It is a declaratory statement which Plan Parcel Parcel Number Owner Name Co Owner Name Property Address is based on the surveyor's best knowledge, information and belief. As such it constitutes neither a guarantee nor warranty, expressed or 1 021-001-000 HOWARD ROBERT A & 31 1 implied, of any information contained hereon. PAMELA A CHESTERFIELD RD 2 029-069-008 § BRYCKI MICHAEL S BRYCK| FAMILY 132 BLACK ASH RD ~ SR& MARIAN T TRSTES LIVING TRUST \ ry \ } ~~ 2) 3 029-088-000 JOB CHRISTENE (WALENCZYK 124 BLACK ASHRD / SN HARRY S & / oN ELIZABETH C L/U ) / oN 4 029-089-000 = PONTON FRANCES 118 BLACK ASH RD / oN J / oN ON 5 029-107-000 ROSS JOSEPH 25 CARIBOU WAY j SN / G / Of —, 6 029-108-000 WILLIAMS CHARLES R 23 CARIBOU WAY / ; / _ & — / | / (4) / DIANNE E / . NN _ 7 029-109-000 = SWIFT JONATHAN 17 CARIBOU WAY / — (BY A / — NN 8 029-110-000 KOPIJ TADEUSZ JR 11 CARIBOU WAY / —— — / o> & CHARLENE F oN oS ~ / a (6 ) 9 029-112-000 JONES DWIGHT W 46 ORTEGA DR H re a JR & ERIKA SWAN / ~— - ! ; So (7) / > 10 029-113-000 SANTACROCE 45 ORTEGA DR / oS NTS mt CYNTHIA E / ~ NI KAS. ) / S 7 029-067-000 =CONNECTICUT LIGHT BLACK ASH RD 7 SO a . rat & POWER / _ —, ( 3) = COMPANY / we AS a / rn ae = 12 029-065-000 = HUBBERT NANCY 213 / Subject Property / mT OY] ANNE CHESTERFIELD RD / Jer / N - j i — ) 7 / Chasterfi / ae + \ 13 029-064-000 = FALCON JUAN 225 / Chesterfield Road / NN (0 ) MANUEL & TARA LEE CHESTERFIELD RD / / NN 14 029-063-000 CLARK NANCY A 229 / (oe / NN CHESTERFIELD RD / Sy, / 15 029-062-001 DESAUTELS MICHAEL 237 / / A& TERRI CHESTERFIELD RD / PROPOSED / Sy 16 029-062-000 § CILREALTY 245 _ / HOUSE 290) | / INCORPORATED CHESTERFIELD RD C , / [; / / / 17 029-061-000 § DELACRUZ ANITA 253 _ / / en / / CHESTERFIELD RD / CO | Ch | / 18 029-060-000 § TERRACCIANO DANIEL 259 / | / Subject Property) / / | S / Che : terfield i. se 4 / A CHESTERFIELD RD / | / / 19 029-059-000 ANGELUS FRANK D& 263 / Pe ~ | / ANJANETTE M CHESTERFIELD RD / (1 ) / / 20 029-058-000 | NAZARKO THOMAS & 267 / jm — / / DIANE CHESTERFIELD RD / ee / / _ / | / / 21 029-057-000 § SMIAROWSKI EDWARD 271 / | / S& CHESTERFIELD RD / i — H ~ f wee / i { — f fo Oe) | | f a / i . / i | / \ _ | | / / -_ _ | a H / / / —— | ( |2 / / / _—\ [ p OX | | / / ae nn (4 3) Se j / / / a ee \ \ Se I X >) | | / yy ON Va\ \ GD a / / / 20 —~ | fe) \ Q \\ \ 1 a cs _ ; j m4 — ~ 18) \ - / / : a ~ —_/ \ \ J ae | / / wa \ N / / a / / _ a — \ fo ao { c a / L— | sl ker i e\ q Roo / | ( a) eS y j / a _- f a jo CT 038410001 Type: MAP File? 8 7 2 Survey Notes: I. This survey has been prepared pursuant to the regulations of the Connecticut State Agencies, Sections 20-300b-1 through 20-300b-20 and the "Standards for surveys and maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, C O M Pp i L ATI O N S U RV EY Inc. on September 26, 1996; Amended October 20, 2018. This survey isa COMPILATION SURVEY. It is intended to show PROPOSED FOUSE LOCATION IN RELATION TO PLAN PREPARED FOR THE PROPERTY LINES. This map is an resurvey. ZA CHARY F CA SH 2. This survey conforms to Class D horizontal accuracy. C H E S TE R F, | E L D R O A D — MONTVILLE, CONNECTICUT To the best of my knowledge and belief this map is S : : a : R “y Z O N E R . 8 0 J substantially correct as noted thereon. | wid 6€:6P:€ IW ZZ0Z/VO/0L UO 1D ‘SINWAJUOW 2 psodey JO} parjedey _ Z : 4 ff / i /. = Not Valid = 5 : ss “ye a . _ SCALE: 1" = 200" [| Lo~ 4 SKA (Of fC Without . Graphic Scale ; Brian D. Florek, L.S. #70135 ' Date Embossed Seal 1 = 200 DATED: JULY 11, 2021 200 0 100 200 400 800 CON 7) “TY CN Managing Member, Florek Surveying, LLC Ce EN __ 239 Shore Road, Waterford, CT 06385 7 . S H E FE | [ bflorek@floreksurveyinglle.com (860) 271.6006 File Number: 000000002872 Page: 1 of 1 File Number: 000000000237 Page: 2 of 2 a yeencmem RSET 8 SPE REWT Span rime oto | | _- - | | mn! ) me \ CQ ? £ . ° J keooeivea for Record. AUG Ae wt 4 | SS Bo BYE n4.N. and recorged by | ui Mow. Oo. eA .. Lowy flerk | a id ‘ “; whos i ~ — | ) T BAINE ma ‘Lot Numbers Fromm Map Entitled PINEHURST PARK Oct... 17, G02 PROPERLY OF ROB - at i N | Ut ur | » 4 — MONTVILLE,CONN | " ! ‘Map "77 — Montville, Land. Records. — by. G.E. PITCHER THOMAS AVE. MON an ILE, CONN, po, 4 | SCALE. |_ = 30 - " # an , } ROUTE "32 — R.0.W. information From C.H.0. Map. 934. JUNE 1964 . € J. BAZZELL ! yt : ee vor ee eee . samemsetimenamnene aa : FOLD rs - i ) + FOLO-- ‘& i Fo. 4 Mr Wacrer dH. a? Hicva FroTRow Skt MARGARET S. Jur vaney z 2 Poic MAR Gs H1e634 LAR237048 for Beeord. HAIL ! , 6.1964 pe Bigs ix. and recorded by w t Mery ete 2 74 ~- TOWN Clerk , a 4185-7 neumeeeeme TE CHESTERFIELp REtent728 - Roce M ‘OA P . Powe Line R/w ~ off CHESTERFIELD Roao- rv. ¥ STUB PotE _ Pranss | AECO DEVELOPMENT INC. THE UNDERSIGNED UTILITY EMPLOYEE THIS SKETCH COMPILED IN PART FROM MAP CERTIFIES THIS wi 0 ot 5 a _ a - * SUBSTANTIALLY CORRECT’ PREPARED BY MEG SON & HyyYPPA, Cw ENGINEERS, GLASTONBURY, Conn, ACCORDANOE WITH CLASS OF QUE ; THE HARTFORD ELECTRIC LIGHT CO. FoR AECO DEVELOPMENT INC, MONT VIELE, Cony. . OF CONN TECHMILAL COUNCIL, MC. ELECTRIC OPERATIONS DEPARTMENT SCALE. "250 Feer - DATE: 9-18-63 ~MAP No, 24F0-6F3“L THE HARTFORD ELECTS§ LIGHT COMgpARY _ - ~ CERTIFIED 8Y Harry Ki MEGSON, ote init DRAWN By J 3Wewaht CHECKED BY_.i1+¢2 APPROVED BY q SCALE_/ INCH 2 /00 FEET NO. DATE DESCRIPTION BY APP BY DATE... LE BRUAR d AG, 1964 NO. J- 6 400l-H FOLD REVISIONS / File Number: 000000000237 Page: 2 of 2