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HomeMy WebLinkAboutPlan0 T co rn 0 M 0 0 N T 0 T +n CF)� r- 0) N 0 0 N �. LEGEND #1 -ASSESSORS STREET ADDRESS � 031 �\ 003-001 - ASSESSORS LOT NUMBER 80, t\ \ DRAINAGE EASEMENT 1 �Q' S31031'25"E ���� \ 93.p`'�\ ,:� S 78.1 \_ And Right To Drain F 7.19' --- \\ \ \ \ \ \ \r Y Y,. 1215' " \�\ ` N%F GHP, LLC Across Lot 3 \ Y ` \ U!=5-2 �, To Be Conveyed To 15-• FRCP 6740 50 E O \\ \ \ \ \ \ 121,91'' Y S 84 32 E own oon 35" \ �- \ The Town Montville ELEV=95.21 N�`� � \ \ \ \ \ Y \_ 16.08, \ �6. ; - \ \ \ \ v>�`'' r\ 87 Y 7 20" _\ \ Area = 3,434 S.F. _ _ 91 17 S 8G',25' 1 ,. \\ �_ \ \ Y �37•,3 ' TYPE "C L" CR \ �,� 6 ` DRAINAGE EASEMENT 1 Wetland Area ,9 �\ \ \ r _ And Right To Drain , r 0 E Across Lot 1 20 / - y r -- \ fi.fig� S gp To Be Conveyed To N46' 11'1 5"E \ \ \ \ \ \ \ \ \ \ .� \� \ \ \ i , -� X42, 5 E The Town of Montville \ 1 \�A \ ,,� �. �\ \ '`''`-- ---- --_ ? 20 � �r. , _ 178.03 c,+ Area = 13,628 S.F. 40 T. P . 10 \\ I 38.72 _ \ \ \ \ �, \ \ \ \ 1 25'35 Drill Hole W/Plug V A �\A \ � \ j� VA VA \\ \A \ V 8 {get) 2 \ &P PARCEL 3 TO BE �\ - y CONVEYED THE vSITE 0 VELOPbIENT FOR THIS T RE�UIRE� � � �'"'�-- ` � � ��y�' TO TOWN OF MONTVILLE \ \ \ ! \ \` \ \ \ / APPROVAL FROM THE -TOWN �F MO TVILLE, INLAND \ t \ \ \ \,\ S26 43 'I'O E \ Zen FOR ROAD PURPOSES \ \� w NDS COMMISSION `- - T.P. #2, 18.70 Area = 5142± S.F. \ \\ \ \ 13,8 5. \,. ' \ a \ \\ \ \ AP T.P. # 102 I ,� \ +OT 60' LOT A - CL& P /APPROVAL )FR M THETOWN \, \ vv oN THE S14 �EVLQ`PME�T FOR, T Lf\-RE U1 S jF M N V -L I LAND 2556o \ LANDS CrMISSIo o or I& +-t ACRE � \ POND SURFACE \ `n 0\�\ ELEV.=93.5 t \, _ \ 8- \ 9 �y v \ v '� _ �, 4� TH -SITE DEVELOh'MEN �FOR�.THFS LOT R�EQUI��S A #5 `� APPROVAL FROM._THE TOWN OR MONTVIL E INLAND , 6 , \ \ +' \ \ T. P. #3 WETLANDS b(MMISSI RI `- \�� \ .� 03- 031 \_ - - - \ .e `7 � � � A� \ \, �- �, � 1 03-003 2 \ \� •'� - 2 \ A \ - y \ �\ \\ \\ \ \ 3�3;---- We On ( \ 03 001 \ \ \ \� \ .,,� \. \ W.`m\ _ S8 0 1 \, 6 ---_.. S36 08 15 E \ \ ' \ \ \\,. 0 -114.13 S46' 19 10 ELRP \v\ \\ \\ v yv v \\ v V v yA V �.P. 5 GEQRGE DRIVE \ i �1 7,� 5 \ \ �. Iron Pin\_ F` set \ VA \ v \ I <j�0 \ S899006 10 E \ 370.72 v N53 15 35"W X19 T. P. #4 �� \ 01 17.23 \ \ -031 N34 350250$W y v�\ \ V \ V �\ V \ X10 \. A A V \ \ Ir -30 - 30 78.31 \ \ \ A V \ �, A \ 031 \ 4 VA \ \\ �`03-0 V103-0 0 TEST HOLE DATA ,�yv \ vv L\OT�\ \ \ T. P . 6 i \ TEST HOLES OBSERVED BY BOB RUSSO5 N 22' S 8' 45 "W � \ � \� A V V\ \, A\ � \ � \ 1 # �' -�---_ � .. � PoOF CLA ENGINEERS ON APRIL 2, 2003 12.18' \ \\ . \ `/� a \ �, Y.{ .. c P v -__ w v v \ \ \ v ,.�4_ or 1...� ± ,G 4 W \ \ z� \ t� 1 '\ \4\ \ �\ T.H. 1 N35 30 5 `\ P. #63� .�► - I A \ �� ' \\ 25.55 \ \ �\ \ \� �" + �RE-6 \ y 4� \ `� � \ \ v =� --142-� _ \ THP SITE DEVEL.ONMENT'FOR THIS `LOT �EQUI \ \ \ .1 APPROVAL FROM f� TOWN OF MONTVILLE INM \ \` 0-8 TOPSOIL, DARK BROWN SANDY LOAM % ,�_ ,� N41`05'25"W \\ `� \ \ \ � \ \ \ \ � �1 +' `� �� �� '' � � t 40 WETLANDS COMN�iISJ10N � 8 36 STRONG BROWN LOAMY SAND TO \ \ \ `z\ \ \ or' 1:�G 24.58' '�, 1 \ \ ` \ \ � \ \ \ � - . \ -- 1+� �, y � ~' _,, ,� �� � � \, '\ SANDY LOAM W COBBLES \ \ \ \ \ \ , . vz'' j1 s \ v''` S 3C'1'7 25',4h, \ \�\ �J� �\ WN AMY SAND W SILT COBBLES & STONES \ \ \ Area `'l \ cr ,4and o \, 3.45 �, \� . ; 36 78 BROWN ' LO / \ \ \ \ \ \ \ 1 ap. _9 ` - i \ �\� ;ice l ) 1281 BEDROCK 0 6.5 \ \ \ \ \ \ EQ \ \ \ \ \ \ \ \ \ \\ �� _ \ 4- THE SITE DEVELOPMENT FOS THIS LST REQ 28 NO WATER \ \ \ \ \ \ \ \ b APPROVAL FR�M�l`htE TOWN OF\ M�NTVILL� , IN \ \ T. 104 z WETLANDS COMMISSION \ \ 5 \ \ � \ \ ` � � off''` 4� A, T.H.#2 S - -,\.p���'��V k.1_ _- �✓,/,��- - a- „ c -p Drill Hole\THE S E 0M\NT \T 0�EQU)RE{nd �0 MO�RE INLANDTOPSOIL, DARK BROWN SANDY LOAM \A PRb ALF \T0 `d\Wetlond\Area-10 ISSibN10"_56» MEDIUM BROWN SANDY LOAM \ ELEV=125.13 a- EES W COBBLES &PEBBLES BEDROCK ® 56 NO WATER 1,9 \ \ \ \ \ \ \\ T P. \#�d5 \ \\ \ \ \ X' f \ \ \ \ \\ \ \ \ Wetland AreaDrill Hole 1 . THIS RV AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 TEST HOLES OBSERVED BY BOB RUSSO \ \ \ \ \ \ \ \ \ \ THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES STANDARDS FOR SURVEYS T.H.#3 OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \\\\` AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION " TOPSOIL, WN SANDY LOAM \ \ \\ \ \ \ \ \ �\�\�� \,\\ - r �1 / OF LAND SURVEYORS, INC. 0 11 » DARK BROWN T H 1 1 \� \� � \\\ \ �\� \ \ � �.�\ 11 -26 STRONG BROWN SANDY LOAM SUBSOIL -�---� \ \V \ \ \ `\ 'v \ \ CoA \ A V A \ \ \, �o �v \ \ ��V A 0? A. TYPE OF SURVEY: PROPERTY AND TOPOGRAPHIC SURVEY W/COBBLES D 0-9" TOPSOIL, DARK BROWN, FINE SANDY LOAM \ \�s �� ` \ \ \, \ \� \� \9� X90\ \8\ �R�`�\ \\\ \\ \ �} Drill Nbe B. BOUNDARY DETERMINATION CATEGORY: RESURVEY 26"-89" BROWN SANDY LOAM, W/COBBLES & » 6' \\ \ \ \ \ g, �, \ �\\ \ W/Plug C. HORIZONTAL ACCURACY: CLASS A-2 " 9 -18 STRONG BROWN STONY FINE SANDY LOAM I \ \ \ �o \ �9 �� \ �`\ set STONES, GRADES TO SAND & GRAVEL ® 36 " » �`- \, "6 \ \\�o\ o , \, \ \\ \ \ . - (set) VERTICAL ACCURACY: CLASS V-2 BEDROCK ®89" 18"-30" BROWN STONY SANDY LOAM \ �� v A�, VA�,� y \ 8 9� \ _ \_,\ . 30"-124" STRONG GRAY & BROWN SANDY LOAM � \ \ �o \ � � T�. # 1\Q6 \ \ \ a � TOPOGRAPHIC ACCURACY. CLASS T-2 NO WATER \\,�T, 2�1 ° D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AND TOPOGRAPHY FOR TOTAT DEPTH ® 124 USE IN FUTURE DEVELOPMENT BEDROCK @ 124 GROUNDWATER 104" �� \ \ \ '° \ \ \ \ \ \ •26 � \ \ '� _ ,-" 5\ 2. DATE OF LATEST FIELD WORK: 4/29/03. T.H.#4 MOTTLES @ 41" NOT WATER TABLE °V � , v \ `' \ � \ `\,�'` " y ` - V `� ��, 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT 0-11" TOPSOIL, DARK BROWN SANDY LOAM A \ \ �. A �- - p W/PIU 50 » � � i� -may @rill e ��� 11"-60"' STRONG BROWN FINE SANDY LOAM W/PEBBLES T.H. 102 � ,\\ -:, `\1 r '3 (set) 9 C1`O PS EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 60"-108" BROWN SANDY LOAM W/COBBLES & STONES " �` •1J'S� W F Pp�p,N 4. SUBJECT PROPERTY IS DESIGNATED LOT 3 OF TOWN OF MONTVILLE ASSESSOR'S MAP 31. NO BEDROCK 0-12 BLACK SILT LOAM TOPSOIL Drill Hole \ '�5 1A " 12"-34" STRONG BROWN STONY FINE SANDY LOAM (fnd) Drill Ho \ \ 5 CONTOURS ARE BASED ON AN ASSUMED DATUM GROUNDWATER W 69 T.H.#5 0-12" DARK BROWN SANDY LOAM 12"-55" STRONG BROWN LOAMY SAND TO SAND W/PEBBLES 55"-91" BROWN SAND & GRAVEL SATURATED BEDROCK 0 91" GROUNDWATER 0 55" T.H.#6 0-8" TOPSOIL, DARK BROWN 8"-50" STRONG BROWN LOAMY SAND 50"-69" BROWN SAND & GRAVEL 69"-107" GRAY BROWN SAND & GRAVEL NO BEDROCK GROUNDWATER 0 69" W/GRAY MOTTLES 0 28" 34"-151" GRAY BROWN & STRONG BROWN STONY SANDY LOAM TOTAT DEPTH ® 151" NO BEDROCK GROUNDWATER 130" MOTTLES CSD 28" NOT WATER TABLE T.H. 103 0-10" TOPSOIL, DARK BROWN SILT LOAM 10"-37" STRONG BROWN SANDY LOAM 37"-162" BROWN & GRAY GRAVELLY STONY COARSE SANDY LOAM TOTAT DEPTH ® 162" BEDROCK ® 162" NO WATER MOTTLES NONE (fnd) T.H. 104 _ 0-8" TOPSOIL, DARK GRAY SILT LOAM 8"-31" SUBSOIL STRONG BROWN SANDY LOAM 31-101" BROWN SANDY LOAM W/GRAVEL & STONES TOTAT DEPTH 0 101 to BEDROCK ® 84"-101 " GROUNDWATER CSD 96" MOTTLES 0 31 to T.H.#106 0-12" TOPSOIL, DARK GRAY FINE SANDY LOAM 12"-26" SUBSOIL STRONG BROWN LOAMY SAND 26"-43" SUBSOIL BROWN STONY, GRAVELLY 43"-147" GRAY BROWN SAND & GRAVEL SANDY LOAM TOTAT DEPTH ® 147" BEDROCK ® 130" -147 - GROUNDWATER 0 140" NO MOTTLES T H 1 05 T. H . 107 0-10" TOPSOIL, DARK BROWN FINE SANDY LOAM 0-6" TOPSOIL, DARK BROWN FINE SANDY LOAM 10"-32" SUBSOIL, STRONG BROWN SANDY LOAM 6"-22" SUBSOIL VERY STONY STRONG BROWN SANDY LOAM 32"-161" GRAY BROWN GRAVELLY COARSE SANDY LOAM 22"-98" VERY STONY BROWN SANDY LOAM TOTAT DEPTH ® 161" TOTAT DEPTH @ 98" NO BEDROCK BEDROCK @ 98" GROUNDWATER @ 152" NO WATER NO MOTTLES NO MOTTLES 50' 0 so' � SCALE: 1"=50' TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY CORRECT AS NOTED OR DEPICTED HEREON. ROBERT L. MULLEN, L.L.S. #12331 DATE 6. MAP REFERENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE AVENUE, MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1"=40', REV. JUNE 21, 1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC. CLA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING CURVE TABLE 3 0/28/03 Test Holes Added CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD C1 76.42 390.00 1 1' 13'38" N31 *06'45"W 76.30 C2 47.21 30.00 90'10'04" N08'21'30"E 42.49 C3 47.04 30.00 89'4956" N81'38'30"W 42.36 C4 179.77 275.00 37'27' 18" S72' 1 O' 10"W 176.59 C5 147.09 225.00 3727'18" N72` 10'10"E 144.48 C6 24.38 30.00 46'34'03" S65049'1 0"E 23.72 C7 44.68 50.00 51' 11 '41 " S68008'00"E 43.20 C8 70.94 50.00 81' 17'25" N45'37'30"E 65.14 C9 122.74 50.00 140'39'00" N65'20'45"W 94.16 C10 24.38 30.00 1 46'34'03" S6736'50"W 23.72 16.08, \ �6. ; - \ \ \ \ v>�`'' r\ 87 Y 7 20" _\ \ Area = 3,434 S.F. _ _ 91 17 S 8G',25' 1 ,. \\ �_ \ \ Y �37•,3 ' TYPE "C L" CR \ �,� 6 ` DRAINAGE EASEMENT 1 Wetland Area ,9 �\ \ \ r _ And Right To Drain , r 0 E Across Lot 1 20 / - y r -- \ fi.fig� S gp To Be Conveyed To N46' 11'1 5"E \ \ \ \ \ \ \ \ \ \ .� \� \ \ \ i , -� X42, 5 E The Town of Montville \ 1 \�A \ ,,� �. �\ \ '`''`-- ---- --_ ? 20 � �r. , _ 178.03 c,+ Area = 13,628 S.F. 40 T. P . 10 \\ I 38.72 _ \ \ \ \ �, \ \ \ \ 1 25'35 Drill Hole W/Plug V A �\A \ � \ j� VA VA \\ \A \ V 8 {get) 2 \ &P PARCEL 3 TO BE �\ - y CONVEYED THE vSITE 0 VELOPbIENT FOR THIS T RE�UIRE� � � �'"'�-- ` � � ��y�' TO TOWN OF MONTVILLE \ \ \ ! \ \` \ \ \ / APPROVAL FROM THE -TOWN �F MO TVILLE, INLAND \ t \ \ \ \,\ S26 43 'I'O E \ Zen FOR ROAD PURPOSES \ \� w NDS COMMISSION `- - T.P. #2, 18.70 Area = 5142± S.F. \ \\ \ \ 13,8 5. \,. ' \ a \ \\ \ \ AP T.P. # 102 I ,� \ +OT 60' LOT A - CL& P /APPROVAL )FR M THETOWN \, \ vv oN THE S14 �EVLQ`PME�T FOR, T Lf\-RE U1 S jF M N V -L I LAND 2556o \ LANDS CrMISSIo o or I& +-t ACRE � \ POND SURFACE \ `n 0\�\ ELEV.=93.5 t \, _ \ 8- \ 9 �y v \ v '� _ �, 4� TH -SITE DEVELOh'MEN �FOR�.THFS LOT R�EQUI��S A #5 `� APPROVAL FROM._THE TOWN OR MONTVIL E INLAND , 6 , \ \ +' \ \ T. P. #3 WETLANDS b(MMISSI RI `- \�� \ .� 03- 031 \_ - - - \ .e `7 � � � A� \ \, �- �, � 1 03-003 2 \ \� •'� - 2 \ A \ - y \ �\ \\ \\ \ \ 3�3;---- We On ( \ 03 001 \ \ \ \� \ .,,� \. \ W.`m\ _ S8 0 1 \, 6 ---_.. S36 08 15 E \ \ ' \ \ \\,. 0 -114.13 S46' 19 10 ELRP \v\ \\ \\ v yv v \\ v V v yA V �.P. 5 GEQRGE DRIVE \ i �1 7,� 5 \ \ �. Iron Pin\_ F` set \ VA \ v \ I <j�0 \ S899006 10 E \ 370.72 v N53 15 35"W X19 T. P. #4 �� \ 01 17.23 \ \ -031 N34 350250$W y v�\ \ V \ V �\ V \ X10 \. A A V \ \ Ir -30 - 30 78.31 \ \ \ A V \ �, A \ 031 \ 4 VA \ \\ �`03-0 V103-0 0 TEST HOLE DATA ,�yv \ vv L\OT�\ \ \ T. P . 6 i \ TEST HOLES OBSERVED BY BOB RUSSO5 N 22' S 8' 45 "W � \ � \� A V V\ \, A\ � \ � \ 1 # �' -�---_ � .. � PoOF CLA ENGINEERS ON APRIL 2, 2003 12.18' \ \\ . \ `/� a \ �, Y.{ .. c P v -__ w v v \ \ \ v ,.�4_ or 1...� ± ,G 4 W \ \ z� \ t� 1 '\ \4\ \ �\ T.H. 1 N35 30 5 `\ P. #63� .�► - I A \ �� ' \\ 25.55 \ \ �\ \ \� �" + �RE-6 \ y 4� \ `� � \ \ v =� --142-� _ \ THP SITE DEVEL.ONMENT'FOR THIS `LOT �EQUI \ \ \ .1 APPROVAL FROM f� TOWN OF MONTVILLE INM \ \` 0-8 TOPSOIL, DARK BROWN SANDY LOAM % ,�_ ,� N41`05'25"W \\ `� \ \ \ � \ \ \ \ � �1 +' `� �� �� '' � � t 40 WETLANDS COMN�iISJ10N � 8 36 STRONG BROWN LOAMY SAND TO \ \ \ `z\ \ \ or' 1:�G 24.58' '�, 1 \ \ ` \ \ � \ \ \ � - . \ -- 1+� �, y � ~' _,, ,� �� � � \, '\ SANDY LOAM W COBBLES \ \ \ \ \ \ , . vz'' j1 s \ v''` S 3C'1'7 25',4h, \ \�\ �J� �\ WN AMY SAND W SILT COBBLES & STONES \ \ \ Area `'l \ cr ,4and o \, 3.45 �, \� . ; 36 78 BROWN ' LO / \ \ \ \ \ \ \ 1 ap. _9 ` - i \ �\� ;ice l ) 1281 BEDROCK 0 6.5 \ \ \ \ \ \ EQ \ \ \ \ \ \ \ \ \ \\ �� _ \ 4- THE SITE DEVELOPMENT FOS THIS LST REQ 28 NO WATER \ \ \ \ \ \ \ \ b APPROVAL FR�M�l`htE TOWN OF\ M�NTVILL� , IN \ \ T. 104 z WETLANDS COMMISSION \ \ 5 \ \ � \ \ ` � � off''` 4� A, T.H.#2 S - -,\.p���'��V k.1_ _- �✓,/,��- - a- „ c -p Drill Hole\THE S E 0M\NT \T 0�EQU)RE{nd �0 MO�RE INLANDTOPSOIL, DARK BROWN SANDY LOAM \A PRb ALF \T0 `d\Wetlond\Area-10 ISSibN10"_56» MEDIUM BROWN SANDY LOAM \ ELEV=125.13 a- EES W COBBLES &PEBBLES BEDROCK ® 56 NO WATER 1,9 \ \ \ \ \ \ \\ T P. \#�d5 \ \\ \ \ \ X' f \ \ \ \ \\ \ \ \ Wetland AreaDrill Hole 1 . THIS RV AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 TEST HOLES OBSERVED BY BOB RUSSO \ \ \ \ \ \ \ \ \ \ THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES STANDARDS FOR SURVEYS T.H.#3 OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \\\\` AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION " TOPSOIL, WN SANDY LOAM \ \ \\ \ \ \ \ \ �\�\�� \,\\ - r �1 / OF LAND SURVEYORS, INC. 0 11 » DARK BROWN T H 1 1 \� \� � \\\ \ �\� \ \ � �.�\ 11 -26 STRONG BROWN SANDY LOAM SUBSOIL -�---� \ \V \ \ \ `\ 'v \ \ CoA \ A V A \ \ \, �o �v \ \ ��V A 0? A. TYPE OF SURVEY: PROPERTY AND TOPOGRAPHIC SURVEY W/COBBLES D 0-9" TOPSOIL, DARK BROWN, FINE SANDY LOAM \ \�s �� ` \ \ \, \ \� \� \9� X90\ \8\ �R�`�\ \\\ \\ \ �} Drill Nbe B. BOUNDARY DETERMINATION CATEGORY: RESURVEY 26"-89" BROWN SANDY LOAM, W/COBBLES & » 6' \\ \ \ \ \ g, �, \ �\\ \ W/Plug C. HORIZONTAL ACCURACY: CLASS A-2 " 9 -18 STRONG BROWN STONY FINE SANDY LOAM I \ \ \ �o \ �9 �� \ �`\ set STONES, GRADES TO SAND & GRAVEL ® 36 " » �`- \, "6 \ \\�o\ o , \, \ \\ \ \ . - (set) VERTICAL ACCURACY: CLASS V-2 BEDROCK ®89" 18"-30" BROWN STONY SANDY LOAM \ �� v A�, VA�,� y \ 8 9� \ _ \_,\ . 30"-124" STRONG GRAY & BROWN SANDY LOAM � \ \ �o \ � � T�. # 1\Q6 \ \ \ a � TOPOGRAPHIC ACCURACY. CLASS T-2 NO WATER \\,�T, 2�1 ° D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AND TOPOGRAPHY FOR TOTAT DEPTH ® 124 USE IN FUTURE DEVELOPMENT BEDROCK @ 124 GROUNDWATER 104" �� \ \ \ '° \ \ \ \ \ \ •26 � \ \ '� _ ,-" 5\ 2. DATE OF LATEST FIELD WORK: 4/29/03. T.H.#4 MOTTLES @ 41" NOT WATER TABLE °V � , v \ `' \ � \ `\,�'` " y ` - V `� ��, 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT 0-11" TOPSOIL, DARK BROWN SANDY LOAM A \ \ �. A �- - p W/PIU 50 » � � i� -may @rill e ��� 11"-60"' STRONG BROWN FINE SANDY LOAM W/PEBBLES T.H. 102 � ,\\ -:, `\1 r '3 (set) 9 C1`O PS EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 60"-108" BROWN SANDY LOAM W/COBBLES & STONES " �` •1J'S� W F Pp�p,N 4. SUBJECT PROPERTY IS DESIGNATED LOT 3 OF TOWN OF MONTVILLE ASSESSOR'S MAP 31. NO BEDROCK 0-12 BLACK SILT LOAM TOPSOIL Drill Hole \ '�5 1A " 12"-34" STRONG BROWN STONY FINE SANDY LOAM (fnd) Drill Ho \ \ 5 CONTOURS ARE BASED ON AN ASSUMED DATUM GROUNDWATER W 69 T.H.#5 0-12" DARK BROWN SANDY LOAM 12"-55" STRONG BROWN LOAMY SAND TO SAND W/PEBBLES 55"-91" BROWN SAND & GRAVEL SATURATED BEDROCK 0 91" GROUNDWATER 0 55" T.H.#6 0-8" TOPSOIL, DARK BROWN 8"-50" STRONG BROWN LOAMY SAND 50"-69" BROWN SAND & GRAVEL 69"-107" GRAY BROWN SAND & GRAVEL NO BEDROCK GROUNDWATER 0 69" W/GRAY MOTTLES 0 28" 34"-151" GRAY BROWN & STRONG BROWN STONY SANDY LOAM TOTAT DEPTH ® 151" NO BEDROCK GROUNDWATER 130" MOTTLES CSD 28" NOT WATER TABLE T.H. 103 0-10" TOPSOIL, DARK BROWN SILT LOAM 10"-37" STRONG BROWN SANDY LOAM 37"-162" BROWN & GRAY GRAVELLY STONY COARSE SANDY LOAM TOTAT DEPTH ® 162" BEDROCK ® 162" NO WATER MOTTLES NONE (fnd) T.H. 104 _ 0-8" TOPSOIL, DARK GRAY SILT LOAM 8"-31" SUBSOIL STRONG BROWN SANDY LOAM 31-101" BROWN SANDY LOAM W/GRAVEL & STONES TOTAT DEPTH 0 101 to BEDROCK ® 84"-101 " GROUNDWATER CSD 96" MOTTLES 0 31 to T.H.#106 0-12" TOPSOIL, DARK GRAY FINE SANDY LOAM 12"-26" SUBSOIL STRONG BROWN LOAMY SAND 26"-43" SUBSOIL BROWN STONY, GRAVELLY 43"-147" GRAY BROWN SAND & GRAVEL SANDY LOAM TOTAT DEPTH ® 147" BEDROCK ® 130" -147 - GROUNDWATER 0 140" NO MOTTLES T H 1 05 T. H . 107 0-10" TOPSOIL, DARK BROWN FINE SANDY LOAM 0-6" TOPSOIL, DARK BROWN FINE SANDY LOAM 10"-32" SUBSOIL, STRONG BROWN SANDY LOAM 6"-22" SUBSOIL VERY STONY STRONG BROWN SANDY LOAM 32"-161" GRAY BROWN GRAVELLY COARSE SANDY LOAM 22"-98" VERY STONY BROWN SANDY LOAM TOTAT DEPTH ® 161" TOTAT DEPTH @ 98" NO BEDROCK BEDROCK @ 98" GROUNDWATER @ 152" NO WATER NO MOTTLES NO MOTTLES 50' 0 so' � SCALE: 1"=50' TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY CORRECT AS NOTED OR DEPICTED HEREON. ROBERT L. MULLEN, L.L.S. #12331 DATE 6. MAP REFERENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE AVENUE, MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1"=40', REV. JUNE 21, 1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC. CLA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 3 0/28/03 Test Holes Added 2 9/18/03 Engineers Comments 317 Main Street Norwich, Connecticut (860) 886-1988 Fax (860) 886-9165 t 8/20/03 Staff Comments No. I Date Revision Boundary & Topographic Survey Project No. CIA -2979 Proj. Engineer E.M.B. PROPERTY � GEORGE ORENSTEIN, TRUSTEE Date: 04/28/03 Sheet No. 420 Maple Avenue Town of Montville, Connecticut