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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