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HomeMy WebLinkAboutSite PlanDEEP TEST PIT RESULTS �OpO PERCOTEST RESULTS O Q�©P �9A rF` PEQUOT -A" WAS WITNESSED BY KIMBERLY HAMLEY AND ALYSSA BROCHU OF THE UNCAS HEALTH DISTRICT ON NOVEMBER 18, 2016. DEEP TEST PIT "TPS PERCOLATION TEST "PERC-A" WAS PERFORMED PERCOLATION TESTS "PERC-1 " AND "PERC--2" WERE 2,977,332± SF ROAD BY KIMBERLY HAMLET AND ALYSSA BROCHU OF THE PERFORMED BY MICHAEL J. KIRBY, R.S. OF THE TP --A 23.1 FT* UNCAS HEALTH DISTRICT ON NOVEMBER 18, 2016. UNCAS HEALTH DISTRICT ON NOVEMBER 2, 2017. 0 - 12" TOPSOIL TBD PERS--A PERC-' PERC_ P 2 - 39" BROWN.. FINE SANDY LOAM 1 9 12 o� HOLE DEPTH: 25" HOLE DEPTH: 26" HOLE DEPTH: 27" - " GRAY FINE SAND WELL PRE-SOAK. 10:12 AM PRE-SOAK: <1 HOUR PRE-SOAK: <1 HOUR MOTTLING 0 34", NO GROUNDWATER, NO LEDGE, ROOTS TO 34" •� 10:40 12" 00:00 11-1/2" 00:01 11-1/2" 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" SAL�BOX��� 11:00 18" 00.10 16" 00:11 17-114" TP_ 1 TP -5 11:10 20"" 00:15 17-1/2" 00:16 18-112- 0 - 5" TOPSOIL 0 - 7" TOPSOIL 11:20 22" 00:20 19" 00:21 19-3/4" 5 - 14" LOAMY SUBSOIL 7 - 28" LOAMY SUBSOIL 1 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 22-1/4" NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 18" MOTTLING ® 30; GROUNDWATER 0 54, NO LEDGE, ROOTS TO 36" 00:35 21-3/4" 00:36 23" a. DESIGN PERCOLATION 00:40 22-1/2" 00:41 23 -314 - TP -2 TP-- 6 RATE = 10.0 MIN/INCH SITE MOxLEY 0 - 7" TOPSOIL 0 - 9" TOPSOIL LOCATION DESIGN PERCOLATION DESIGN PERCOLATION 7 - 20" LOAMY SUBSOIL 9 - 36" LOAMY SUBSOIL ? 0 RATE = 6.6 MIN/INCH RATE = 6.6 MIN/INCH 20 - 90" TAN MEDIUM/COARSE SAND & ROCKS, FIRM 36 - 90" TAN MEDIUM SAND & ROCKS m O G z NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 42" MOTTLING ® 36-1 NO GROUNDWATER, NO LEDGE, ROOTS TO 35" TP --+3 TP -7 0 .000 0 - 7" TOPSOIL 0 - 8" TOPSOIL - 00 � 7 - 31 LOAMY SUBSOIL 8 - 22" LOAMY SUBSOIL Boom .�* 31 - 84" TAN MEDIUM SAND, STONE & ROCKS 22 - 67" TAN MEDIUM SAND, ROCKS & BOULDERS NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 40" NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28'; POSSIBLE REFUSAL/BOULDERS 0 67 - TP -4 0 - 6" TOPSOIL TP -.8 6 - 23" LOAMY SUBSOIL 0 - 9" TOPSOIL 23 -- 77" TAN MEDIUM SAND,` STONE & ROCKS 9 - 32" LOAMY SUBSOIL NO MOTTLING, GROUNDWATER @ 53", NO LEDGE, ROOTS TO 30" 32 - 80" TAN MEDIUM SAND, ROCKS' & BOULDERS, FIRM NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28") POSSIBLE REFUSAL ® 80" SURVEY NOTES 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-3006-1 THROUGH 20-300E-20 AND THE "STANDARDS FOR SURVEYS AND MAPS 1N THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY SURVEY, BASED ON DEPENDENT RESURVEY, AND CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR EXECUTION OF A FREE -SPLIT IN ORDER TO DIVIDE THE SUBJECT PROPERTY INTO 2 RESULTANT LOTS. 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) AND IS BASED UPON REFERENCE MAP 11. 3. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 21, 201Z FIELD SURVEY WAS COMPLETED ON NOVEMBER 7, 2017. 4. RECORD TITLE_ TO THE SUBJECT PROPERTY MAY BE REFERENCED TO AN ADMINISTRATOR'S DEED FROM BRIAN MILLER, ADMINISTRATOR, TO S&S FARMS, LLC, DATED JUNE 29, 2015, AND RECORDED IN VOLUME 606, PAGE 839 OF THE TOWN OF MONTVILLE LAND RECORDS. 5. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN DEPICTED HEREON. 6. THE SUBJECT PARCEL IS SUBJECT TO AN EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND _ POWER COMPANY, DATED DECEMBER 30, 1965, RECORDED IN VOLUME 90, PAGE 41 OF THE TOWN OF MONTVILLE LAND RECORDS. Z THE SUBJECT PARCEL MAY BE SUBJECT TO A DRAINAGE RIGHT OF WAY IN FAVOR OF THE TOWN OF MONTVILLE, DATED MAY 12, 1937, RECORDED IN VOLUME 48, PAGE 73 OF THE TOWN OF MONTVILLE LAND RECORDS. 8. THE SUBJECT PARCEL MAY BE SUBJECT TO THE POSSIBLE RIGHTS OF OTHERS TO PASS AND REPASS AS DESCRIBED IN A WARRANTY DEEB FROM MEDOS & AGNES BONVILLE TO BENJAMIN TAUBER, DATED JULY .22, 1913, RECORDED IN VOLUME 31, PAGE 462 OF THE TOWN OF 14ONPIILLE LAND RECORDS. 9. THE SUBJECT PARCEL IS SUBJECT TO A GUY WIRE EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED JULY 17, 1968, RECORDED IN VOLUME 101, PAGE 101 OF THE TOWN OF MONTVILLE LAND RECORDS. REFERENCE MAPS i 1. "PROPERTY SURVEY PREPARED FOR BRIAN MILLER, PROPERTY OF . SOLOMON AND LILLIAN MILLER, 386 OLD COLCHESTER ROAD, UNCAS LI , CONNECTICUT, SCALE 1"--200', MARCH 2005, JOB I.D. NO. 04-1041', PREPARED BY BOUNDARIES LLC. 2. MILLWOOD AT OLD COLCHESTER. ROAD, SITE DEVELOPMENT PLAN PREPARED FOR JENSEN'S, INC., 416 OLD COLCHESTER ROAD, UNCASVILLE, ,. CONNECTICUT, BOUNDARY AND TOPOGRAPHIC SURVEY, SCALE: 1"_-80', DATE: NOVEMBER 2016, JOB I.D. NO. 14-2320-2, SHEET 3/24, LAST REVISED SEPTEMBER 15, 2017" PREPARED BY BOUNDARIES LLC. N70°53'20'E N5T04'45"E 6' High NSFF128.72' 139.18' N/F Boulder The Connecticut[_44.61' N60'40'11"E N60'34'13"E S44'15'12"E Kyle & Christy , 20.21 O Ll g ht & Power 44. N54°2331 "E N43'06'23"E ' Andrews Copper Pin w/Company 79.39' , 35.53' 24.920 47 E Volume 553, Page 208 Punch Rec in UPOLc 8,. 15001 N68'20'43"'E N73"25532'E N65'14'20`E 529'5233"E Stone Pile 3.3?, 50.51 UPOLc 53.66' 90.30' 35.91 ' 42284 ` N56'40'341E , " N5T31.23 E S23-3310 1 E ----"'---- N UPOLE UPOLE Pinched Top 1 i 0.28 143.60 125001-0, CL&P 364 IP .Ree � 121.05 Carl Path r " LOCATION MAP scnLc: i��-z000' ZONING TABLE: R-120 DISTRICT �OpO REQUIRED O Q�©P �9A rF` PEQUOT MINIMUM LOT AREA 120,000 SF 2,971,357± SF 2,977,332± SF ROAD 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 �`�� ✓oy2.r 2 P MAYJMUM BUILDING HEIGHT o� 26± FT TBD Q.OS��J� R,, PER SCWA/UHD WELL TBD SAMTAftY PER WPCA/UHD SEPTIC TBD •� z o M � 0 SAL�BOX��� OA4 0 ago= powwow CL C� 0 no OSP UL a. V) CA ROAD SITE MOxLEY �O LOCATION 0 m O G z _0 E 0 .000 01 - 00 � OE WAZER Boom .�* LOCATION MAP scnLc: i��-z000' ZONING TABLE: R-120 DISTRICT ITEM REQUIRED PARCEL "A" PARCEL "B" MINIMUM LOT AREA 120,000 SF 2,971,357± SF 2,977,332± SF MINIMUM LOT FRONTAGE 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 MAYJMUM BUILDING HEIGHT 35 FT 26± FT TBD WATER SUPPLY PER SCWA/UHD WELL TBD SAMTAftY PER WPCA/UHD SEPTIC TBD O CL&P 5575 N9°22'41 332 49 02 E_- -- # EXISTING NON -CONFORMITY (HOUSE BUILT IN 1900 PER ASSESSOR'S RECORDS) RIC 4227 UPOLE �' CL&P 139.46 _ „� . 16.43 ** EIISTING HOUSE AND SHED ON PARCEL "A" EXCEED REQ. SIDE YARD SETBACKS Rec NB„ �` 5575 N15°30'36"W `, _ • `�� rte, , ' " ?�� CL&P UPOLE • • 68.447 33 E 0 Copper Pin w/ --- 60000, £ `22, , 66.72 • CFP CFP r 52%44 08 E 5798 .371 UPOLE CFP CFP •` " 355°557"E Punch Rec at N4 49 13"W �/ W W W/W i ? 2500 364 W W "\ W/W67.60') 0.83 Point of Ledge 1 150,77 �� 12" Oak W/W UPOLE _ -� CL&P - 525'40'45 "E S78'51 '03"E CL&P B 5576 Stream 10 Tree W W _..'(R �9S .CFP _ � ,.� / 54.16' 52.61 N/F Stream O ef, ? �. 8" Tree W W RIC 4225A Rlo� ��sto TW/W i �r Trrple 10"Tree W/W / v S12' 17'33"E N85°52'38"E J e n s e n s Inc. / 0 t ,y ne 24" Tree W/ 24 Oak W W RBR 14.38 o. . Rec N8 . ° o `�. CFP LN 71 a L P / S , . Dead Oak W/W 28.98 Volume 322 Page 924 O N/F �o �3?�A J /W `?�UPOLEi`T 8 Tree W W ,. RecS26, " S63'32'17"E ' 60pQ0' �jQ N16'41'54V S 5799 �3�1 i t f i --1010" Hickory ach WWW !! k� 52.9fl�022 E 50.69' The Connecticut 0 35.37 CLR/C� 'h 6" Tree W W y S39°0429 "E N39'23'08 "E o. Light & Power . � , � � � - �� • 25.22' 29.82' CFP 5 \�o 8" Tree W w 4 S fi. k - �- 92" OQ,, W W • 28'2 1 t E . S86'056TC) Company a w/W -:cL&P - .... '.. �... -t 18.80' 5 4" Tree W W 12.81 , Copper Pin w 422 ,� -1- 1. ... CFP `° DH N5826 32 E 20.43 1 S34'20'43"E � PP / 0 -.�- � -�- � .. 3 Tree W/W � Rec N73°53'39"E (Reference Only) Cap Rec in 0 o ' t ` -1 , , - _ W/yy 33.79' DH X55' X25'E 51.49. DH Rec in ►� ;•; t Rec 4 x4' Rock PARCEL �� �n Stone Rubble 0 \ 75800, UPOLE , RBR N55'02'40'E \� 364 N55 OCi 3 • i SET. LN371. - fi 1 I 6 E 363.14 Rec N '" N60031 52#'E 151.26' RBR 1 410 Old Colchester Road Cart Path �O N6129 31 E UPOLE _ - - UPOLE 57.39 Barbed Wire,•,r p • s+ " W. `� S31 43 O6 E (Map 16, Lot 2-2 1`�� , " ~4224A' R C Rec- , / '�_ ,5578 .- O n Fence RBR 195.34' 148.03 DH `��• .� �'� 16 389 30 42 E - -r-- 12" Hickor W W Rec Rec 2 S�N57'14309 "E�• • O 43.08' Area: 2,977,332 - SF - SET' o R%C. �,,,�_, r y / o DH E • c� SET ;-,- -UPOLE 10" Hickor W W st6,, F Rec N54 2� 58 DH 164,94' • CL&P 68.35± Acres ��®� 405.73 - R/C f ► T 364 , . _ y / 0 2694 Boulder SET ~, T� 15" Tree W/W ® 311.72 0 Rec " -�¢0.9g1 a 't 'UPOLE T` 6" Tree W W 0 S29 00 41 E `x.557 T`i ..,, .... /,_ See Survey TP_ I TP -2 139.53' ' „ s doe -1 UPOLE �, 6 Tree W W 0 N6tT51 41 E ~� UPOLE J - I Note 19 TP -8 PER! _ i Q ® o CLM- � I' 183.52' UPOLE 125006 UP Ems., / E I TP -7 TP -4 0 Barbed. Wire 2695 °� hi NOTE: THE PROPOSED DIVISION LINE IS INTENDED TO FOLLOW S�- n RIC �� �, 4223a y �SR/C R1rC UPOLE(3) 1P-5 Q Fence SZ%36'05"E FROM OLD COLCHESTER ROAD WESTERLY 138 ± ALONG N79 18 04 E _ ,�, ET- - S �-- i CL&P TP -6 0 , S - THE STONE WALL, WESTERLY 673'± ALONG THE 172.07' . _ • , _ . mo o - - 5580 TP -3 0 . • 273.25 EXIS77NG CART PATH, WESTERLY 2,091 ± ALONG THE + e Utility Box UTILITY ACCESS ROAD, AND SOUTHERLY 2,010'± N52'20'00°E ®is Q • i "' , PERC-2 cj 2696 Cart Path THROUGH THE WOODLAND TO THE SOUTHERLY 146.94 ��e - # a 0 BOUNDARY. RECIPROCAL EASEMENT FOR ACCESS OVER N85'25'04"E i . __ UPOLE _ _ j N75°09'15"E �- 1�` DH Rec in �D CARTH PATH AND UTILITY ACCESS ROAD SHALL BE 422.89, 371 RIC 138.00' � CL&P 3x3 Rock • � ° GRANTED IN FAVOR OF PARCEL "A" AND PARCEL "B". � UPOLE O _ r SET >• � R C � © Stream 1\ N89'08'39"E CL&P� R/ _� 464.39 / 2697 RIC DH Easement in Favor of the Connecticut 251.51' i 5802 r`( ,� SEF UPOLE N63'29'S5"E S� O TBS , • Rec Light & Power Company (See Survey f ��Q `SS6 �I 364 .0 � p Cart. Path-�''� � Ts tet' • ... •pT. ►.,�..,;,�.;�..� Carl Path House Hillcrest Drive DH DH Rec In Note 6 O• f 1 Shed �1 S24 47 05"E' 0 { (See Survey Note 18) �, S 1e >0. Rec 12" Rock l ", - sf��ce UPOLE 5581-1 1 PERC-A4 44.24 • DH N66'24 45 E � � . o � L_J CL&P , Lower Mill Dom �� Rec DH Barbed Wire Fence 3T 1 + �--; Sj 2698 �� � � 0,� • 146.36 CL&P- TPA � hed 522'48 42"E �. 5�9 �` ,� 11 582' 19'59 "W • Rec 18" Tree W W t , " 5803- -' Stone 246.48 • S16' 10'28"W 79.29'' / ,5 PARCEL A Na7'44 4s E �. '\. _ � , • �o' , , oundation HLT (Reference Only) pH ���° 1 i� �uQ i 47.36 • DH Rec in 361.85' %�-7 T �.°' o 2699 386 Old Colchester Road,. ") 463 379 32 25"W S79 32 33"1 1'x2' Rock / Utility Access Road e "� r \� ® �. d • Rec 19' R C 18 Tree W W O / 78.25 79.43 • (Map 16 Lot 2) N7 28 01 E o \ " � DH 'S�tg2¢' :TBS - • DH Rec in - �o� � - 330 30 16 E 1,3 �. DH 378 14 47"W` 208.65' ' J' Barbed Wire ' , Rec ' Area: 2,971,357 ± SF rr , 69.41 Rec DH DH 1' -Rock -- ,- / • Rec Rec 123.71 , • 2) 68.2.± Acres � p Fence .\ - ® HELT p Dr! • S88' 14.33'°�V 1, 06 '} � 352' 00'32 "W ._! _f 4 Tree W W 2700 Q 378 24 13'1N S8 , / S2T52'03"E �` 1¢ DH / l� l ► i -i POLE_ 110.46 125.00, o o Rec 124.72 111' 40" Tree W W 189 45 ' • 1 � �' DH S68'52'27""t<V �' • � Barbed Wire .�" _ 37 h Rec DH 20 Oak W/W Stream �- 371: " LU S82'47'09"YV 8,�9' �1 �� ® Rec 43.07' t DH • Rec Fence / S15 49 52 E n- 579¢, '` p`b S74 43 24"W DH 12 Tree Yy/W Pond Stream CFP j 11.39 CA. 102.81 S88°10 30"W Rec "�Y 108.09 • Rec i r" • `�. O 150.21' • DH DH 20 Oak W/W Pond CFP CFP W/W �`� CL&P Copper Pin S80'04'49"W S77'13 59"W Rec 8" Tree W/W W/W CL&P 5804 O w/ Cap Rec �- RIC N F 76.51 • Rec pH W/W CL&P 4220A , " , to 121.64' � • pH 15 Tree. W/W 4220A S28'33 53 E 80.21 Ln Rec ° , Rec DH Streom ' Marion E . Taylor Ss5 20 50'°YY • Rec Rec OH Barbed % , CFP \ CL&P (Reference Oniy) { Volume 530, Page 162 60.32 , • • Rec �; Wire Fence • W/W S50*10182,43'47" 2703 Copper Pin 574 24 22 "W • OH • . , UPOLE w/ Cap Rec 80.94 • Rec CFP S475349"W 12508 �► S78 52 32'1N CFP102.77 CL&P LEGEND A� 64.88' °• r • W/W W /w S54'53'07"W `� 4219A 30. 77HELT 585'54' l 4'W I 2704 96.11' E 350'04'21 "W UTILITY POLE OH DRILL HOLE S77'21' 46"W 73.98' N/F c - 75.79' S53'13'02"W UTILITY POLE WITH LIGHT •O DRILL HOLE s83.5347"W . 73.59' John M. >-- GUY WIRE MONUMENT 96.36' S46'35'W 22 Rourke Ill ANGLE OINT 580°3227"W 164 74' � SCALE: ill 200' DATE: November 2017 .JOB I.D. NO. 17--2564 Revisions Rev. "A" - Add Map & Lot #'s Per ZEO Comment -12/6/17 Uj CL&P CONNECTICUT LIGHT AND P Volume 371, Page 443 POWER COMPANY a•,_, O 58.64 CEDAR FENCE POST 573"0 2'S4"W 558'08'04W !� HELT HARTFORD ELECTRIC LIGHT & TELEPHONE 69.33, GRAPHIC SCALE CFP CEDAR FENCE POST 582 ' 11 06"W , 23.49 DEC ± MORE OR LESS REC RECOVERED 5'45"W Ln a 200 1 00 0 200 64.45 o0 N N/F NOW OR FORMERLY REF REFERENCES86'56'05'°W S51 '21 '34"W to ,,. _�...: SF SQUARE FEET 4y WITH 100.52' S49` 49.27' By ~ / 381 '32'ST�+II 08. g750"W ® (II+t FEET) TTP TYPICAL W/W WITH WIRE 107.25' SHEET NO, I inch = 200 ft. RBR REBAR352 26 29'W 000c� STONE WALL S73'51'50"W 70.54' "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY R V � REBAR, IRON PIN, IRON � DEEP TEST PIT 24.06 S40'S2'05"W CORRECT AS NOTED I EON. O PIPE OR COPPER PIN S51 '33'08 "W , 47.76 - PERCOLATION TEST 49.46' RIC REBAR WITH CAP o- ©2'097 BOUNDARIES LLC _ - X - BARBED WIRE FENCE THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY TBS TO BE SET 70016 f' ARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE / j, PREP REMNANT OF WIRE FENCE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. JOH U. FAULISE JR. L. LICENSE N0. DATE r Cl. n- - - •� v� 0 0 ago= powwow CL C� 0 UL a. V) CA U 0 _0 00 SCALE: ill 200' DATE: November 2017 .JOB I.D. NO. 17--2564 Revisions Rev. "A" - Add Map & Lot #'s Per ZEO Comment -12/6/17 Uj CL&P CONNECTICUT LIGHT AND P Volume 371, Page 443 POWER COMPANY a•,_, O 58.64 CEDAR FENCE POST 573"0 2'S4"W 558'08'04W !� HELT HARTFORD ELECTRIC LIGHT & TELEPHONE 69.33, GRAPHIC SCALE CFP CEDAR FENCE POST 582 ' 11 06"W , 23.49 DEC ± MORE OR LESS REC RECOVERED 5'45"W Ln a 200 1 00 0 200 64.45 o0 N N/F NOW OR FORMERLY REF REFERENCES86'56'05'°W S51 '21 '34"W to ,,. _�...: SF SQUARE FEET 4y WITH 100.52' S49` 49.27' By ~ / 381 '32'ST�+II 08. g750"W ® (II+t FEET) TTP TYPICAL W/W WITH WIRE 107.25' SHEET NO, I inch = 200 ft. RBR REBAR352 26 29'W 000c� STONE WALL S73'51'50"W 70.54' "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY R V � REBAR, IRON PIN, IRON � DEEP TEST PIT 24.06 S40'S2'05"W CORRECT AS NOTED I EON. O PIPE OR COPPER PIN S51 '33'08 "W , 47.76 - PERCOLATION TEST 49.46' RIC REBAR WITH CAP o- ©2'097 BOUNDARIES LLC _ - X - BARBED WIRE FENCE THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY TBS TO BE SET 70016 f' ARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE / j, PREP REMNANT OF WIRE FENCE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. JOH U. FAULISE JR. L. LICENSE N0. DATE r Cl. n- - -