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HomeMy WebLinkAboutSite PlanDEEP TEST PIT RESULTS ITEM PERCOLATEST RESUL PARCEL "A" PARCEL "R" OSS DEEP TEST PIT "TP -A" WAS WITNESSED BY KIMBERLY HAMLEY AND ALYSSA BROCHU OF THE UNCAS HEALTH DISTRICT ON NOVEMBER 18, 2016. PERCOLATION TEST "PERC--A" WAS PERFORMED PERCOLATION TESTS "PERC-1 " AND "PERC--2" WERE 1. O THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS 4F CONNECTICUT. STATE AGENCIES SECTIONS 20-JOOB-1 THROUGH 500.10 FT MINIMUM FRONT YARD 60 FT BY KIMBERLY HAMLEY AND ALYSSA BROCHU OF THE PERFORMED BY MICHAEL J. KIRBY, R.S. OF THE 25 FT 20--30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT �o s TP -A MINIMUM REAR YARD 75 FT UNCAS HEALTH DISTRICT ON NOVEMBER 18, 2016. UNCAS HEALTH DISTRICT ON NOVEMBER 2, 2017. 35 FT ASSOCIATION OF . LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY SURVEY, BASED ON DEPENDENT RESURVEY, AND 0 - 12" TOPSOIL PER SCWA/UHD WELL TBD SANITARY PER WPCAf UHD SEPTIC CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS IT IS INTENDED TO BE USED FOR EXECUTION OF A FREE -SPLIT IN ORDER TO �a Rec � DH X5319' RIC 'S° u- PERC-A PERC--1 PERC--2 Rec DH DIVIDE THE SUBJECT PROPERTY INTO 2 RESULTANT LOTS. 12 - 39" " BROWN FINE -SANDY LOAMP, HOLE DEPTH: 25" HOLE DEPTH: 26" HOLE DEPTH: 27" S82'47'09"W ' ��9'3¢ . 39 - 61 GRAY FINE SAND 102.81 �3'.. - PRE-SOAK: 10:12 AM PRE --SOAK: <1 HOUR PRE-SOAK: <1 HOUR 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) AND IS BASED UPON REFERENCE MAP #1. o MOTTLING 0 J4"j NO GROUNDWATER, NO LEDGE, ROOTS TO 34" - V) 10:40 12" 00:00 11-1/2" 00:01 11-1/2" 3. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 21, 2017. FIELD SURVEY WAS COMPLETED ON NOVEMBER 7, 2017. DEEP TEST PITS "TP -1" THRU "TP -8" WERE WITNESSED BY MICHAEL J. KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT ON NOVEMBER 2, 2017. 10:50 15" 00:05 14" 00:06 15" LL �o 06 4-0 S.A. 11:00 18" 00:10 16" 00:11 17-114" 4. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO AN ADMINISTRATORS DEED FROM BRIAN MILLER, ADMINISTRATOR, TO S&S o C < TP-- TP --5 11:10 20" 00:15 17-112" 00:16 18-1/2" FARMS, LLC, DATED JUNE 29, 2015, AND RECORDED IN VOLUME 606, PAGE 839 OF THE TOWN OF MONTVILLE LAND RECORDS. _ v 60 <1 0 - 5" TOPSOIL 0 - 7" TOPSOIL 11:20 22" 00:20 19" 00:21 19-314" 5. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN DEPICTED HEREON. 5 - 14" LOAMY SUBSOIL 7 - 28" LOAMY SUBSOIL 11:30 23" 00:25 20" 00:26 21-112", 14 - 85 TAN MEDIUM/COARSE SAND, FIRM, ROCKS 28 80 TAN MEDIUM SAND & ROCKS 11:40 24 00:30 21 00:31 22-114 - 6. 5 THE SUBJECT PARCEL IS SUBJECT TO AN EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED DECEMBER 30, 1965, NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 18" MOTTLING ® 30". GROUNDWATER ® 54"1 NO LEDGE, ROOTS TO 36 00:35 21-314" 00:36 23" RECORDED IN VOLUME 90, PAGE 41 OF THE TOWN OF MONTVILLE LAND RECORDS. DESIGN PERCOLATION 00:40 22-112" 00:41 23-314" TP --2 TP --6 RATE 10.0 MIN/INCH 7. THE SUBJECT PARCEL MAY BE SUBJECT TO.A DRAINAGE RIGHT OF WAY IN FAVOR OF THE TOWN OF MONTVILLE, DATED MAY 12, 1937, RECORDED 0 - 7" TOPSOIL 0 - 9" TOPSOIL DESIGN PERCOLATION DESIGN PERCOLATION IN VOLUME 48, PAGE 73 OF THE TOWN OF MONTVILLE LAND RECORDS. - 7 2t1 Y SUBSOIL LOAM S S 9 - 36 LOAMY SUBSOIL MINIINCH RATE = 6.6 MIN INCH RATE = 6.6 MIN/INCH 20 - 90" TAN MEDIUM/COARSE SAND &ROCKS, FIRM 36 - 90" TAN MEDIUM SAND &ROCKS THE SUBJECT PARCEL MAY BE SUBJECT TO THE POSSIBLE RIGHTS OF OTHERS TO PASS AND REPASS AS DESCRIBED IN A WARRANTY DEED FROM NO MOTTLING, No GROUNDWATER, NO LEDGE, ROOTS TO 42" MOTTLING ® 36"s NO GROUNDWATER, NO LEDGE, ROOTS TO 35" MEDOS & AGNES BONVILLE TO BENJAMIN TAUBER, DATED JULY 22, 1913, RECORDED IN VOLUME 31, PAGE 462 OF THE TOWN OF MONTVILLE Moxa LAND RECORDS, SITE 90 TP -3 TP -7 9. THE SUBJECT PARCEL IS SUBJECT TO A GUY WIRE EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED JULY 17, LOCATION 0 -- 7" TOPSOIL 0 -- 8"TOPSOIL 1968, RECORDED IN VOLUME 101, PAGE 101 OF THE TOWN OF MONTVILLE LAND RECORDS. � 7 - 31 LOAMY SUBSOIL 8 - 22" LOAMY SUBSOIL m Z m 31 - 84" TAN MEDIUM SAND, STONE & ROCKS 22 -- 67" TAN MEDIUM SAND, ROCKS & BOULDERSo o ..� NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 40" NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28 ;Of Ma�►POSSIBLE REFERE C S`RF� ® MAPS REFUSALIBOULDERS ® 67" -row, � SAT RvaRD TP --- ..r 0 -- 6" TOPSOIL TP --8 1. "PROPERTY SURVEY PREPARED FOR BRIAN MILLER, PROPERTY OF SOLOMON AND LILLIAN MILLER, 386 OLD COLCHESTER ROAD, UNCASVILLE, 6 - 23" LOAMY SUBSOIL 0 - 9" TOPSOIL CONNECTICUT, SCALE: 1`_-200'. MARCH 2005, JOB I.D. NO. 04--1041" PREPARED BY BOUNDARIES LLC. LOCATIONMAP 23 - 77" TAN MEDIUM SAND,` STONE & ROCKS 9 - 32" LOAMY SUBSOIL NO MOTTLING, GROUNDWATER 0 537P NO LEDGE, ROOTS TO 30'" 32 - 80" TAN MEDIUM SAND, ROCKS & BOULDERS, FIRM 2. MILLWOOD AT OLD COLCHESTER ROAD, SITE DEVELOPMENT PLAN PREPARED FOR JENSEN'S, INC., 416 OLD COLCHESTER ROAD, UNCASVILLE; " ' SCALE: 1"=2000' NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28 ; CONNECTICUT, BOUNDARY AND TOPOGRAPHIC SURVEY, SCALE: 1 "-80', DATE: NOVEMBER 2016, JOB I.D. NO. 14-2320-2, SHEET 3124, LAST POSSIBLE REFUSAL @ 80" REVISED SEPTEMBER 15, 2017' PREPARED BY BOUNDARIES LLC. 6' High 0 Boulder _� O Copper Pin w1 Punch Rec in Stone Pile xj- ie N � N N � Copper Pin w1----,- Punch Rec at Point of Ledge Stream N/F The Connecticut Light & Power = Company DH Rec in 4'x4' Rock // Boulder 'OPOLE 15001-% OPOLE 4228a O RIC Rec N70'53'20"E N5704'45 "E N/FF128.72' 139.18' N/F The Connecticut N60.4011"E N60.34'13"E 844°15'121E Kyle Christy 20.21 Light &Power [_44.%15'4'23'31"E 1-85.77 N43'0623"E .t , Andrews Company 79.39' 35.53' S23 40 47 E Volume 553, Page 208 p y " N73.25'S3"E N65'14'2D"E 24.92 N68'20 43 E 50.61' S29'52 33 E 53.66'90.30= " 35.91' N56'40'34"E N57'3123 E------`- OPOLE OPOLE Pinched To P ` 110.28' 143.60 S23 33 01 E 1 ' 1,21.05' -'" 125001% CL&P 364 IP Rec i Cart Path . . "---- �'CL&P 5575,` N9'22'41 "W _ 1� --16.43 D2 E�'" *# EXISTING NON -CONFORMITY (HOUSE BUILT IN 1900 PER ASSESSOR'S RECORDS) ` CL&P 139.46 EXISTING HOUSE AND SHED ON PARCEL "A" EXCEED REQ. SIDE YARD SETBACKS 4227 OPOLE . N8S `� 5575 N15'30'36"V� z • $ , a S30'27'33"E 6p ti3,3?�F CL&P% OPOLE 66.72' {' ® CFP CFP a • 68.44', Q 5798 371 UPOLE `+r CFP CFP hsn " S55'5557"E �o' N4°$9'13"VV' W/W W/W 527 44 08 E 12500 150.77, 364 . W/W W1 w „ 67.60' 10.83 UPOLE CL&P r. 12 Oak W1W --- `'48 5576 Stream S25'40'45"E 578'51'03"E CL&P 8CFP r ., 10 Tree W1W 54.16' 52.61' N/F \ R C 4225A �lon�; 4iSto ~ ;,- /W ' Triple O Tree W/W 8„ Tree W/W N65'52'38"E 1 p to %ce CFP LN371 24" Tree W _ 24 Oak W/W RBR U 512°1733"E 14.38' •� e n Se n S, Inc.n o . Rec N �o i r �_ ! r i 28.98 Volume 322 Pa 8S• � Dead Oak W W Page 924 O J /W 't-TUPOLE�` 8 Tree W W / Rec , " 563'32'17"E ' ?.jr 526'00 22 E �,-,� 3�71� i t. 1' 1 10 Hickory W/W 6iJ®off, E`'qQ N1fi41'54"W *5799 r i 1- 10" Birch W1W 52.95' 50.69 _ ® 35.37 G &P R/C 1- sr� 6, Tree W W d` 539'0429"E N3923'08"E o or o. 57 LSET 1 *°� . ,� , • 25.22' 29.82' CFP _ \ i 8 Tree ,l �! ....... O 12„ Oak ,W/W l � ® S2826'1 1'"E �' . '' S86'03'56"Ec> O W/W ACL&P �_� t . 18.80 12.81 " 4225A 4 Tree , W/A • DH " N5826 32 E 20.43 Copper Pin w `�.i" t. , � „• CFP " PP / 04- f 3 Tree W%W S34 20 43 E Rec N73 53 ,39 E Cap Rec in r7 \ r + Ec, W/W .'I 33.79' DH Ng5#44'25"E 51.49' cam' (Reference Only) rt a Stone Rubble 8 1 1 Rec N55'02'40 "E PARCEL o �� -�� R/C ST5800 �.. UPOLE ! " 363.14' RBR a , RBR �., . ► LN37=1 i� 364 l N55 QQ 3s E Rec " " 151.26 410 0{d Colchester Road `it` -SE7� K `a, DH ® N6? 2931E N60 31 52 E Rec OPOLE 9 Cart Path ,� . O , , � ;� a - UPOLE Rec-� 257.39 �, Barbed Wire ,�� O • , H •Sc�, � S31'43'06"E �. (Map 16, Lot 2-1) ,a 4224A 1 Ra i O „ • O 43.08 CL&Pr �/C 5578 = s I i Fence RBR i 195.34' ?48.03 Rec !fS N5T14'09"E • - ' 332 ± SF $� ��6 S89 30 42 E Ste, ! , ' o , ' R/G �°'�., , Y / o� F DH 5 58 E ® CL&P Area: 2,977, r�r 12 Nfckor W W Rec ? �� 1 �4 405.73 I" C i r SET -' 3OLE 10" Hickory W N/ "�.�- Rec N54 2 a 2694 68.35± Acres �2 /� �- a Y / 0 DH 1.64.94- 1 15 Tree W1W ® 311.72 Rec , " ©9 -e � .►U POLE 6„ Tree N W S29 0041 E .SET 4 ,1� -�.,� , . � ,.;.,, ,1 _ ��t • � �• `, X79 .., . , See Survey TP -1 TP -2 139.53 1 ®rl�� UPOLE "� r- 6' Tree W W 0 # TP -8 CL&P N68°51'41 "E ; UPOLE eJY ! `1l O Note 9 PERC-1 - 125006 U ' •!R%C '�. TP -4 r O 2695 OT: THE PROPOSED DIVISION LINE IS INTENDED TO FOLLOW 183.52 UPOLE POLE. SET TP -7 0 Ba bed. Wire Q I FROM OLD COLCHESTER ROAD WESTERLY 138'± ALONG RIC TP -5 Fence _ R/Cffi..,...,,r. t .q�., UPOLE (3) Q " RIC 4223a SET4 '- ! CL&F' TP -6 52736 05 E SET o THE STONE WALL; WESTERLY 673'± ALONG THE N79'18'D4'E Q r _ ' ' ' .�����---- TP -3 0 273.25' 172.07-,,3 ! o Utility Box 091 '± ALONG THE x y --- o _. 5580 0 y �I EXtSiING CART PATH; WESTERLY 2, (fie ; _ - ST5580 CL&P I UTILITY ACCESS ROAD; AND SOUTHERLY 2,010'± N52°20'00"E `: ', Dist. _ r PERC-2 r� 2696 ' THROUGH THE WOODLAND TO THE SOUTHERLY146.94'o �' ► o 42 Cart Path iceUPOLE y$9 • 2"E BOUNDARY.- RECIPROCAL EASEMENT FOR ACCESS OVER N85'25'04 "E i a r_ N75°09' 15 "E �- 1�' DH Rec in SAID CARTH PATH AND UTILITY ACCESS ROAD SHALL BE 422.89' 371 "_ c : 138.06 N ' ' GRANTED IN FAVOR OF PARCEL A AND PARCEL 8 . " i 1 UP4t E p - i SSC,. ' R C o CL&P 3x3 Rock ` _� 0 464.39 I s 2697 N89 08 39 E CL&P _ 11 DH Easement in. Favor of the. Connecticut 251.51' 5802 SE - N63'2955"E SET '��� ® Rec Light &Power Company See Survey �. SS SETOPOLEO Hillcrest Drive Cart. Path ® 19 , 9 P Y ( Y ti60 /,, 364 0 Cart Path House „ See Survey Note 8 9 �'Q' DH DH Rec in Note 16) " ¢%�Q t'�CL&P i ;- ` Shed ❑ CL&P S24 47 05 E ( Y it s 1. Rec. 12" Rock N66.24 45 E c OPOLE� 2 ' Q,> - • DH 146.36' �j 371 5581 ` PERC-A 1 2698 -- TP S22'4842"E 1 Rec DH Barbed Wire Fence - -t- Shed CL S82' 19'59"W ® Rec 18 Tree W1W (, _ 5803 : PARCEL "A" N87'44'46"E 5803 �r_' Stone- HELT 246.48 147.36' DH Rec i 361.85',6' ���` _ oundatron �, 2699 S79'3225"W S79'3233"i ;�� n „ 386 Old Colchester Road �' ��,f ���y, i� a) 5 78.25' 79.43 1 x2 Rock 18 Tree W/W (Map 16, Lot 2 Utility Access Road NTD°28'01 "E _ sfol-r-- ® " • DH Rec in ) , eco �. ' S30 30 16 E S78'14'47"W 2,971,357 ± SF 208.65 -,-- J Barbed Wire DH 1 Rock Area: 69.41' Rec 123.71' Fence -1 r _ HELT S88'14'33"W • ?�1. 68.21± Acres » .. r 2700 06,4 Tree W1W S52 00 32"W _ S2752'03"E 124.72 x'81 °11 189.45 ' ' 14 DH 40" Tree W1W ,UPOLE_ 110.46 DH S68'S2'27"W �' • �--- Barbed Wire » / 1- 1 S15'49520E 1• h � Rec DH 20 Oak W W Stream �- � 371 ®Rec 43.07' S74'43'24"VU; DH ® Rec Fence t- , �1 ® DH . 12 Tree . W1W Pond Stream CFP ! 11.39 S88' 10 30"W Rec • p ?50.21' 108.09 • Rec DH DH . ® 20 Oak W/W Pond CFP CFP W/W � CL&P Copper .Pin S7713 59V Rec 8" Tree W/W W/W CL&P 5804 O w/ Cap Rec RIC N/F 76.51' • Rec DH W/W CL&P 4220A " , Rec l ° Rec DH DH 15 Tree. W/W Stream 4220A S28 33 53 E 80.21 Marion E. 585 20 50 "w �' • Reference Only) Taylor O r �, Rec Rec DH Barbed �•� � � �• CFP S50'10'47'°W CL&P ( Y) Volume 530, Page 162 60.32 • Rec . Wire Fence G _ W/W 2703 Copper Pin S74 24 22"W DH 182.43 OPOLE w/ Cap Rec 80.94' ® Ree CFP. S4753'49"W 12508 • 102.77' ABBREVIATIONS S78 5232"VV CFP W/W &AE 64.88' W/W S54'S3'07"W HELT S85 54 14"W { r 77.30 2704 96.11' E S50'04'21 "W UTILITY POLE DH DRILL HOLE S7721 '46"W 73.98' N/F UTILITY POLE WITH LIGHT O DRILL HOLE 75.79 S83'5347"W . l 73.59' 3'02'°W John M. > - GUY WIRE E MONUMENT 96.36' I S4622'35*W Rourke,. III CL&P CONNECTICUT LIGHT AND ANGLE POINT SSO°32'27"W 164.74' Volume 371, Page 443 Q POWER COMPANY o CEDAR FENCE POST 58.64 � S58'08'04V S73'02 54 "W 69.33' HELT HARTFORD ELECTRIC LIGHT & TELEPHONE CFP CEDAR FENCE POST 43.4 1 ' 17 BONING TABLE: R-120 DISTRICT ITEM REQUIRED PARCEL "A" PARCEL "R" MINIMUM LOT AREA 120,000 SF 2,971,357± SF 2,977,332± SF MINIMUM LOT FRONTA=GE 200 FT 437.74 FT 500.10 FT MINIMUM FRONT YARD 60 FT 23.1 FT* TBD MINIMUM SIDE YARD 25 FT 37.7 FT** (MIN) TBD MINIMUM REAR YARD 75 FT 2,'700 FT (MIN) TBD MAXIMUM BUILDING HEIGHT 35 FT 26± FT TBD WATER SUPPLY PER SCWA/UHD WELL TBD SANITARY PER WPCAf UHD SEPTIC TBD ti R. © 2017 BOUNDARIES LLC . rn a THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY .� PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, ANI? IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR O'NNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. Q Stream Q RIC 0 TBS Lower Mill DomCL --_v S 16' 10'28 "W 79.29' Q (Reference Only) DH t��618 Rec � DH X5319' RIC 'S° u- Rec °24'1 TBS DH Rec DH S78'24'13"W Rec ec DH o ec Rte\ •� 125.00' o '� �8.3g. LW S82'47'09"W ' ��9'3¢ . 102.81 �3'.. S80'04'49"W *Noma MONOMM 121.64' Lnn V) 0 LJL cc ti R. © 2017 BOUNDARIES LLC . rn a THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY .� PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, ANI? IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR O'NNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. ± MORE OR LESS S82' 11 "0. V S36'2545 "W � E � 0 Z o REC RECOVERED 64.45 23.49 N/F NOW OR FORMERLY REF REFERENCE S86'56'05"W S51'21 '34"W 49.27' By SF SQUARE FEED W/ WITH 100.52' S49 35 50'1N TYP TYPICAL 108.97' W/W WITH WIRE S81'3257"W 107.25' SHEET PA RBR REBAR S52'2629"W ' moo STONE WALL S73'51'50"W "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY QO REBAR, IRON PIN, IRON DEEP TESL PIT 70.54 2$.06' CORRECT AS NOTE � EON. " s40.52'o5"w PIPE OR COPPER PIN S51'33'08"W RIC REBAR WITH CAP PERCOLATION TEST 49.46' / _X_ BARBED WIRE FENCE TBS TO BE SET lam, � 70016 X--► REMNANT OF WIRE FENCE JOHN U. FAULISE JR. L.S. LICENSE N0. DATE •� *Noma MONOMM E V) 0 LJL cc CL V) %1j LL 06 4-0 S.A. r� V U 00 ± MORE OR LESS S82' 11 "0. V S36'2545 "W � E � 0 Z o REC RECOVERED 64.45 23.49 N/F NOW OR FORMERLY REF REFERENCE S86'56'05"W S51'21 '34"W 49.27' By SF SQUARE FEED W/ WITH 100.52' S49 35 50'1N TYP TYPICAL 108.97' W/W WITH WIRE S81'3257"W 107.25' SHEET PA RBR REBAR S52'2629"W ' moo STONE WALL S73'51'50"W "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY QO REBAR, IRON PIN, IRON DEEP TESL PIT 70.54 2$.06' CORRECT AS NOTE � EON. " s40.52'o5"w PIPE OR COPPER PIN S51'33'08"W RIC REBAR WITH CAP PERCOLATION TEST 49.46' / _X_ BARBED WIRE FENCE TBS TO BE SET lam, � 70016 X--► REMNANT OF WIRE FENCE JOHN U. FAULISE JR. L.S. LICENSE N0. DATE