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LEGEND
#1 -ASSESSORS STREET ADDRESS
31 -11
�_001- ASSESSORS LOT NUMBER
04 5 \ \
Q , - N. ,r _ E\. ` \ \ DRAINAGE EASEMENT 1
G� S31 31 25"Ail.E �\ \ 93.03 �\ ,\-y _ S 78•11. \„ And Right To Drain
F 7.19' \\ \ \ \ \ \ \ �' \ __,_ 25 E tNSF (;NP, LLC Across Lot 3
005-- - „ To Be Conveyed To 15" RCP
N67'40'50 "E S \ \ \ \ \ \ 121.91' 84 32'35" E \ �`' \ The Town of Montville ELEV=9`x.21
\ - -� \ A V A \ \ Y Y y s y. A � - Area = 3,434 S.F.
16.08 \ v h \ \ \ A \ \ V \ \ \ 87.40' _�ZO"�� y
\ �V A`-'` \ ,,> 91 17 - S 802-5 1,0\y
\\ \ \ \\�/ __�,k\ y C� 137, ' T�,PE-„���;BiNV \\\ \ \ \ \, A \ r 36
Wetland Area \ \\ \ \ r S DRAINAGE EASEMENT 1
\ \ \ \ \ \\ \ \ V \ _ y _ 81 30 50" And Right To Drain
r Across Lot 1
20�. _ S To Be Conveyed To
N46' 1 1' 1 '5 "E
" r
r tThe Town of Montville
178.20,Area 13,628 S.F.0'
38.72 \T.P.�101
\, \ \ �\ . ✓ r, Y 5'
1.
Drill Hol/Plug
�� V `� \ ��j �� \A S 8 f 2 3 \
v \ vv`\\ �\ 2Q r
. E `
PARCEL
3 TO BE
CO
N
VE
YED
L� ,567(set) n nTHE\SITE DEVELOPMENT FOR�TH{S T0 TOWN 0F MONTVILLE
FOR ROAD PURPOSES
�OT RE�UIRE
A APPR&L FROM THE 'OWN F MO ILLE INLAND S2604,3'1-0'
i \ V 8.70W NDS COMMISSION `_J.P\ #2� Area 5142+ S.F.
-
\ \A \ \
T.P. # 102 c\ � � � � �,� \ t
\ \ --- \, \, n,
�� � A � V �\ ��. �� �` ��to � v 60A.
�. ( r
\ \\ 2566
T E SIT EVEL PME1`!T FO LOl'�RE UIRES \ N
�°° `\ \ PPfOV� L FRpM THE TOWN F M N1'V��L INLAND\ \ ` �' \ \ '\ \ \ \ ��`\ ` \AAA --53 r3 3 \ \ ;
\, v v ,AREA\
- ��\ ��� \t�j ,c �� c�P
\ V \ v \ WETLANDS CO'MNUSSION ,. o �, V \ ,�
o of ` � 2' � ACRE5
or 1.130+ ACRES
� �b.
�� POND SURFACE
ELEV.=93.5±
(�\
40 T P # 1 \,
\ - A3g I►
#9 THE -SITE DEVELt� 'MEN .FOR THtS L0j REQUIRES O t0
\ \ \ \ \ \ APPROVAL FROl_THE TOWN OF MO`N VILE INLAND � ro
03,1 ®
r \ \ \ 1 s \ T.P. #3-WETGkNDS �MMISSIQN ` �I• 'L
03- 0 6) \\ 031
\ \\ \ y\ -b 7►,,, r �V A \ L+> , _ 03 003 a ��� ®
\` 031
° \ \ \\ \\ �iz A \ 313'---- �-. A \ `� `� 0 3�OO
,G A \ \\ '�\ \'\ •�.5' \ �� 5t.� \ \ A v S8900691 "E _ SBg'06 10� E
we an 241 86' \\�► S36'08'15"E
2$86 \ \\ 6 114.13'
\ V A\ \ � �\\ V A \ ►S46`1 9 i'l 0 E
P. GEORGE DRIVE i �1 z..9'
y
s8
Iron P;n s-os'10
\(set)
2 \ V \ A 1
N53.15'35"W 370.72
v yV \ T.P. � \ \ � 031
G 17.23 \ ' A \\ \ \A \ \ \ \ \ V A \ -� �� �� A 03- 0 \ A V
N 34' 35' 25"W 10 \ \ \
78.31 \ V w. \ \A \ \ \ \ V A �\ 031 \ 031 \ \ \ -
VA � � \ \ \\ \ \ \ \ 03-0 6 \ � 3 004 \ \ TEST HOLE DATA ��.y v vvvv v v�vQ�v v LOT2 1 v
\,
N22'58'45"W \\ \ V\ \ \ T.P. #6 -
TEST HOLES OBSERVED BY BOB RUSSO A s�-k�42,OF CLA ENGINEERS ON APRIL 2, 2003 12.18 ,� �}� V \ \ �.. T v\:E v \ 3�,� �3 �4(,,w y \ z�v\ �4--�, , or ,.���-C� s
T.H. 1 N35 30 45" W \\ P\� 0� \ \ \ '� \ \, \ \ \ -a' J 7�;, \\E0
25.55 \e\ \ \ \ r 1 ARE \ \ \ �= .� \ TH SITE DEVELOPMENTTHIS -LOT REQUI \ � ���-v9�9��� �►.�. ----142 ._ _-_v v v
" \ \ 1 \ ;� AP ROVAL FROM TH TO OF MONTVILLE IN�
0-8 TOPSOIL, DARK BROWN SANDY LOAM V \ \ \ \ \ , ti v
,� N41'05 25"W \ \ \ \ \ ` �'" \ �(' �' l -A4w- -WETLANDS COMMISSION \ \
8"-36" STRONG BROWN LOAMY SAND TO \ \ V \ \ \ a \ i w \ _ \\
W BLES .\ \ \ \ \ \ .,� �` , \ \'A^.`' _. '"W
SANDY LOAM /COB 2458 S80' 1 �'25\ \ \ _
I T COBBLES &STONES \ \ \ \ \ Area \ :� O - 13.45/" \
36"-78"BROWN' LOAMY SAND W/S L , \ \ \ \
BEDROCK 0 6.5 \ \
\ \ \ \ \ \ �� - \ \ TH�S{TE DEVELOPMENT F0 THIS LQT REQ RAE \ \ , \' �kr
NO WATER y \ \ \ \ A \ V \ \�v -� -� \ \ APPROVAL FRr()M-7HE TOWN 4F,,MbNTVI LEv IN D
\ T. . 104 \ v''` WETLANDS COMMISSION \ \ 5
\ \ \ \ \ \ \\, A \ i \ \ �5,, _► , -
y�,yvvv , v +y -/
T. H 2 y \�A� \ \ V\ \ \ \ ��
THE \S_ITS D El_ PMEf�T fOR TM S 0 R\EQUfRE� - \ \ f / ,
" \ \ \APPROVAL F I _ E\TbWN\O �MO \E IN LAND \ \ \ ��11 �' Drill Hole
0-10 TOPSOIL, DARK BROWN SANDY LOAM \
\ w ._ ♦ ,.--,j ,. pCP (fnd)
2� 6a �� Wetland Areai/ 1a
10"-56" MEDIUM BROWN SANDY LOAM \ \ N \ '� \ \ \ \ \ r'i 18" FES
W/COBBLES &PEBBLES c \\
`\ELEv=12s-13
BEDROCK @ 56"
NO WATER �v� v v
\ \ v \ \ \ --
1
-30
\ CI_P
12814
Wetland Area ` �A_ Drill Fable T10t. N�TES.
\ \ \ \ \ \ T \ \ \ \ \ \ \ \ \ \ \/ i U �` _ (fnd) ON[:
\ \ \,6� \\ . \ \ \\ 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
T.H.#3 TEST HOLES OBSERVED BY 806 RUSS'0 \ \ �\ \ \ \\ \ \ \\ \ \ `�\ \ \\�,.g \ ,"� v�,,,`'� �.� \y_ _4 5p' \- THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \ \ \ \ \ \\ \\ \\ \ \ -� \\ \ �� �� AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION
0-11" TOPSOIL, DARK BROWN SANDY LOA
OF LAND SURVEYORS, INC.
TH 1
1 �� \ \`,\\ \ \10
11"-26" STRONG BROWN SANDY LOAM SUBSOIL----�
\ \ \ \ \ \, �, = A. TYPE OF SURVEY: PROPERTY AND TOPOGRAPHIC SURVEY
W/COBBLES �\ � � \ s � .� �� � _ -\
" „ 0-9" TOPSOIL, DARK BROWN, FINE SANDY LOAM \ tS \ \ \ \ \\ \\ \\ \9\ °� \�, g \ \ \\\\ `\ \\ - Drill H� le ` B. BOUNDARY DETERMINATION CATEGORY: RESURVEY
26"-89" BROWN SANDY LOAM, W/COBBLES & �, g"-18" STRONG BROWN, STONY FINE SANDY LOAM \ \\ \\\\� \ g\ \ �\ \� \ �\ },\ \ \ w/Plug C. HORIZONTAL ACCURACY: CLASS A-2
STONES, GRADES TO SAND &GRAVEL ®3fi " "`- \ \ ��6 \ \ ��,^\\ o° \ \ 9� \ ,86 \ >. - (set) VERTICAL ACCURACY; CLASS V-2
" 18"-30" BROWN STONY SANDY LOAM \ \ \ 9 \ \ \\ \�_--
R 9 ��� \� `P TO6 '-9 \ A
BEDROCK Ca➢ $ 30"-124" STRONG GRAY & BROWN SANDY LOAM \ \ o \ \ T. \ \ \ \��' .\\ TOPOGRAPHIC ACCURACY: CLASS T-2
NO WATER " \ �� \ 10 \ \ \ �`' Z7 \ D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AN TOPOGRAPHY F
TOTAT DEPTH ® 124 \ \ \ \\ \ \ '�, \ \\ \ \ \, \ �\1-
D OR
BEDROCK @� 124"6'\\�\ \ \\ �\ USE IN FUTURE DEVELOPMENT
GROUNDWATER 104'
" " \�30 \ \ \ \ \ ° \ti \\ �\ 5�•2� 4 2. DATE OF LATEST FIELD WORK: 4/29/03.
T.H.#4 MOTTLES CSD 41 NOT WATER TABLE
G
\�\ JAS' ` 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT
0-11" TOPSOIL, DARK BROWN SANDY LOAM \ \ �.. ��'� \ \ ,`\ 6riil�Hole S�G1P
"- WN FIN ANDY LOAM W PEBBLES T.H. 102 \ � \ \ � �i�0.3p w/Plug O PS EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY.
11 " 60 " STRONG BROWN E S / -_� \ �\ ' \ 5p„ (set) D� ANCE-
60 -108 BROWN SANDY LOAM W/COBBLES & STONES \ ; 5•� F P 4. SUBJECT PROPERTY IS DESIGNATED LOT 3 OF TOWN OF MONTVILLE ASSESSORS MAP 31.
" Drill Hole \ 1`►'
NO BEDROCK 0-12 BLACK SILT LOAM TOPSOIL \ f \
GROUNDWATER ® 69" 12"-34" STRONG BROWN STONY FINE SANDY LOAM (fnd) Drill Ho \ 5. CONTOURS ARE BASED ON AN ASSUMED DATUM.
NO (fnd)
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 ® 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 %Y 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"
N 0 WATER
MOTTLES NONE
i \
T.H. 1 04
0-8" TOPSOIL, DARK GRAY SILT LOAM
8"-31" SUBSOIL STRONG BROWN SANDY LOAM
31-101" BROWN SANDY LOAM W/GRAVEL & STONES
TOTAT DEPTH @ 101"
BEDROCK 0 84"-101 "
GROUNDWATER ® 96"
MOTTLES 0 31 "
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 CSD 147"
BEDROCK ® 130"-147"
GROUNDWATER ® 140"
NO M OTTLES
T H 1 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 0 161" TOTAT DEPTH ® 98"
NO BEDROCK BEDROCK 0 98"
GROUNDWATER 0 152" NO WATER
NO MOTTLES NO MOTTLES
50' a 50' 10,9
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.
GLA Engineers,, Inc.
CIVIL STRUCTURAL • SURVEYING
3 0/28/03 Test Holes Added
2 9/18/03 Engineers Comments
1 8/20/03 Staff Comments 317 Main Street Norwich, Connecticut
No. Date Revision
(860) 886-1966 Fax (860) 886-9165
Project No.
Boundary & Topographic Survey CLA-2979
Proj. Engmeei
PROPERTYOF E.M.B.
Date:
GEORGEORENSTEIN, TRUSTEE 04/28/03
Sheet No.
420 Maple Avenue
Town of Montville, Connecticut
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD
C1
76.42
390.00
1 1' 13138"
N31006'45"W
76.30
C2
47.21
30.00
90'10'04"
N08'21'30"E
42.49
C3
47.04
30.00
89'49'56"
N81'38'30"W
42.36
C4
179.77
275.00
3727'18"
S72.10' 10"W
176.59
C5
147.09
225.00
3727"! 8"
N7201 O'10"E
144.48
C6
24.38
30.00
46'34'03"
S65049'1 0'PE
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
140039'00"
N65'20'45"W
94.16
C10
24.38
1 30.00 1
46'34'03"
S67'36'50"W
23.72
\ - -� \ A V A \ \ Y Y y s y. A � - Area = 3,434 S.F.
16.08 \ v h \ \ \ A \ \ V \ \ \ 87.40' _�ZO"�� y
\ �V A`-'` \ ,,> 91 17 - S 802-5 1,0\y
\\ \ \ \\�/ __�,k\ y C� 137, ' T�,PE-„���;BiNV \\\ \ \ \ \, A \ r 36
Wetland Area \ \\ \ \ r S DRAINAGE EASEMENT 1
\ \ \ \ \ \\ \ \ V \ _ y _ 81 30 50" And Right To Drain
r Across Lot 1
20�. _ S To Be Conveyed To
N46' 1 1' 1 '5 "E
" r
r tThe Town of Montville
178.20,Area 13,628 S.F.0'
38.72 \T.P.�101
\, \ \ �\ . ✓ r, Y 5'
1.
Drill Hol/Plug
�� V `� \ ��j �� \A S 8 f 2 3 \
v \ vv`\\ �\ 2Q r
. E `
PARCEL
3 TO BE
CO
N
VE
YED
L� ,567(set) n nTHE\SITE DEVELOPMENT FOR�TH{S T0 TOWN 0F MONTVILLE
FOR ROAD PURPOSES
�OT RE�UIRE
A APPR&L FROM THE 'OWN F MO ILLE INLAND S2604,3'1-0'
i \ V 8.70W NDS COMMISSION `_J.P\ #2� Area 5142+ S.F.
-
\ \A \ \
T.P. # 102 c\ � � � � �,� \ t
\ \ --- \, \, n,
�� � A � V �\ ��. �� �` ��to � v 60A.
�. ( r
\ \\ 2566
T E SIT EVEL PME1`!T FO LOl'�RE UIRES \ N
�°° `\ \ PPfOV� L FRpM THE TOWN F M N1'V��L INLAND\ \ ` �' \ \ '\ \ \ \ ��`\ ` \AAA --53 r3 3 \ \ ;
\, v v ,AREA\
- ��\ ��� \t�j ,c �� c�P
\ V \ v \ WETLANDS CO'MNUSSION ,. o �, V \ ,�
o of ` � 2' � ACRE5
or 1.130+ ACRES
� �b.
�� POND SURFACE
ELEV.=93.5±
(�\
40 T P # 1 \,
\ - A3g I►
#9 THE -SITE DEVELt� 'MEN .FOR THtS L0j REQUIRES O t0
\ \ \ \ \ \ APPROVAL FROl_THE TOWN OF MO`N VILE INLAND � ro
03,1 ®
r \ \ \ 1 s \ T.P. #3-WETGkNDS �MMISSIQN ` �I• 'L
03- 0 6) \\ 031
\ \\ \ y\ -b 7►,,, r �V A \ L+> , _ 03 003 a ��� ®
\` 031
° \ \ \\ \\ �iz A \ 313'---- �-. A \ `� `� 0 3�OO
,G A \ \\ '�\ \'\ •�.5' \ �� 5t.� \ \ A v S8900691 "E _ SBg'06 10� E
we an 241 86' \\�► S36'08'15"E
2$86 \ \\ 6 114.13'
\ V A\ \ � �\\ V A \ ►S46`1 9 i'l 0 E
P. GEORGE DRIVE i �1 z..9'
y
s8
Iron P;n s-os'10
\(set)
2 \ V \ A 1
N53.15'35"W 370.72
v yV \ T.P. � \ \ � 031
G 17.23 \ ' A \\ \ \A \ \ \ \ \ V A \ -� �� �� A 03- 0 \ A V
N 34' 35' 25"W 10 \ \ \
78.31 \ V w. \ \A \ \ \ \ V A �\ 031 \ 031 \ \ \ -
VA � � \ \ \\ \ \ \ \ 03-0 6 \ � 3 004 \ \ TEST HOLE DATA ��.y v vvvv v v�vQ�v v LOT2 1 v
\,
N22'58'45"W \\ \ V\ \ \ T.P. #6 -
TEST HOLES OBSERVED BY BOB RUSSO A s�-k�42,OF CLA ENGINEERS ON APRIL 2, 2003 12.18 ,� �}� V \ \ �.. T v\:E v \ 3�,� �3 �4(,,w y \ z�v\ �4--�, , or ,.���-C� s
T.H. 1 N35 30 45" W \\ P\� 0� \ \ \ '� \ \, \ \ \ -a' J 7�;, \\E0
25.55 \e\ \ \ \ r 1 ARE \ \ \ �= .� \ TH SITE DEVELOPMENTTHIS -LOT REQUI \ � ���-v9�9��� �►.�. ----142 ._ _-_v v v
" \ \ 1 \ ;� AP ROVAL FROM TH TO OF MONTVILLE IN�
0-8 TOPSOIL, DARK BROWN SANDY LOAM V \ \ \ \ \ , ti v
,� N41'05 25"W \ \ \ \ \ ` �'" \ �(' �' l -A4w- -WETLANDS COMMISSION \ \
8"-36" STRONG BROWN LOAMY SAND TO \ \ V \ \ \ a \ i w \ _ \\
W BLES .\ \ \ \ \ \ .,� �` , \ \'A^.`' _. '"W
SANDY LOAM /COB 2458 S80' 1 �'25\ \ \ _
I T COBBLES &STONES \ \ \ \ \ Area \ :� O - 13.45/" \
36"-78"BROWN' LOAMY SAND W/S L , \ \ \ \
BEDROCK 0 6.5 \ \
\ \ \ \ \ \ �� - \ \ TH�S{TE DEVELOPMENT F0 THIS LQT REQ RAE \ \ , \' �kr
NO WATER y \ \ \ \ A \ V \ \�v -� -� \ \ APPROVAL FRr()M-7HE TOWN 4F,,MbNTVI LEv IN D
\ T. . 104 \ v''` WETLANDS COMMISSION \ \ 5
\ \ \ \ \ \ \\, A \ i \ \ �5,, _► , -
y�,yvvv , v +y -/
T. H 2 y \�A� \ \ V\ \ \ \ ��
THE \S_ITS D El_ PMEf�T fOR TM S 0 R\EQUfRE� - \ \ f / ,
" \ \ \APPROVAL F I _ E\TbWN\O �MO \E IN LAND \ \ \ ��11 �' Drill Hole
0-10 TOPSOIL, DARK BROWN SANDY LOAM \
\ w ._ ♦ ,.--,j ,. pCP (fnd)
2� 6a �� Wetland Areai/ 1a
10"-56" MEDIUM BROWN SANDY LOAM \ \ N \ '� \ \ \ \ \ r'i 18" FES
W/COBBLES &PEBBLES c \\
`\ELEv=12s-13
BEDROCK @ 56"
NO WATER �v� v v
\ \ v \ \ \ --
1
-30
\ CI_P
12814
Wetland Area ` �A_ Drill Fable T10t. N�TES.
\ \ \ \ \ \ T \ \ \ \ \ \ \ \ \ \ \/ i U �` _ (fnd) ON[:
\ \ \,6� \\ . \ \ \\ 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
T.H.#3 TEST HOLES OBSERVED BY 806 RUSS'0 \ \ �\ \ \ \\ \ \ \\ \ \ `�\ \ \\�,.g \ ,"� v�,,,`'� �.� \y_ _4 5p' \- THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
OF CLA ENGINEERS ON OCTOBER 28, 2003 \ \ \ \ \ \ \\ \\ \\ \ \ -� \\ \ �� �� AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION
0-11" TOPSOIL, DARK BROWN SANDY LOA
OF LAND SURVEYORS, INC.
TH 1
1 �� \ \`,\\ \ \10
11"-26" STRONG BROWN SANDY LOAM SUBSOIL----�
\ \ \ \ \ \, �, = A. TYPE OF SURVEY: PROPERTY AND TOPOGRAPHIC SURVEY
W/COBBLES �\ � � \ s � .� �� � _ -\
" „ 0-9" TOPSOIL, DARK BROWN, FINE SANDY LOAM \ tS \ \ \ \ \\ \\ \\ \9\ °� \�, g \ \ \\\\ `\ \\ - Drill H� le ` B. BOUNDARY DETERMINATION CATEGORY: RESURVEY
26"-89" BROWN SANDY LOAM, W/COBBLES & �, g"-18" STRONG BROWN, STONY FINE SANDY LOAM \ \\ \\\\� \ g\ \ �\ \� \ �\ },\ \ \ w/Plug C. HORIZONTAL ACCURACY: CLASS A-2
STONES, GRADES TO SAND &GRAVEL ®3fi " "`- \ \ ��6 \ \ ��,^\\ o° \ \ 9� \ ,86 \ >. - (set) VERTICAL ACCURACY; CLASS V-2
" 18"-30" BROWN STONY SANDY LOAM \ \ \ 9 \ \ \\ \�_--
R 9 ��� \� `P TO6 '-9 \ A
BEDROCK Ca➢ $ 30"-124" STRONG GRAY & BROWN SANDY LOAM \ \ o \ \ T. \ \ \ \��' .\\ TOPOGRAPHIC ACCURACY: CLASS T-2
NO WATER " \ �� \ 10 \ \ \ �`' Z7 \ D. INTENT: TO ACCURATELY DEPICT THE BOUNDARIES AN TOPOGRAPHY F
TOTAT DEPTH ® 124 \ \ \ \\ \ \ '�, \ \\ \ \ \, \ �\1-
D OR
BEDROCK @� 124"6'\\�\ \ \\ �\ USE IN FUTURE DEVELOPMENT
GROUNDWATER 104'
" " \�30 \ \ \ \ \ ° \ti \\ �\ 5�•2� 4 2. DATE OF LATEST FIELD WORK: 4/29/03.
T.H.#4 MOTTLES CSD 41 NOT WATER TABLE
G
\�\ JAS' ` 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS OTHER THAN WETLAND DELINEATION WERE NOT
0-11" TOPSOIL, DARK BROWN SANDY LOAM \ \ �.. ��'� \ \ ,`\ 6riil�Hole S�G1P
"- WN FIN ANDY LOAM W PEBBLES T.H. 102 \ � \ \ � �i�0.3p w/Plug O PS EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY.
11 " 60 " STRONG BROWN E S / -_� \ �\ ' \ 5p„ (set) D� ANCE-
60 -108 BROWN SANDY LOAM W/COBBLES & STONES \ ; 5•� F P 4. SUBJECT PROPERTY IS DESIGNATED LOT 3 OF TOWN OF MONTVILLE ASSESSORS MAP 31.
" Drill Hole \ 1`►'
NO BEDROCK 0-12 BLACK SILT LOAM TOPSOIL \ f \
GROUNDWATER ® 69" 12"-34" STRONG BROWN STONY FINE SANDY LOAM (fnd) Drill Ho \ 5. CONTOURS ARE BASED ON AN ASSUMED DATUM.
NO (fnd)
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 ® 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 %Y 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"
N 0 WATER
MOTTLES NONE
i \
T.H. 1 04
0-8" TOPSOIL, DARK GRAY SILT LOAM
8"-31" SUBSOIL STRONG BROWN SANDY LOAM
31-101" BROWN SANDY LOAM W/GRAVEL & STONES
TOTAT DEPTH @ 101"
BEDROCK 0 84"-101 "
GROUNDWATER ® 96"
MOTTLES 0 31 "
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 CSD 147"
BEDROCK ® 130"-147"
GROUNDWATER ® 140"
NO M OTTLES
T H 1 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 0 161" TOTAT DEPTH ® 98"
NO BEDROCK BEDROCK 0 98"
GROUNDWATER 0 152" NO WATER
NO MOTTLES NO MOTTLES
50' a 50' 10,9
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.
GLA Engineers,, Inc.
CIVIL STRUCTURAL • SURVEYING
3 0/28/03 Test Holes Added
2 9/18/03 Engineers Comments
1 8/20/03 Staff Comments 317 Main Street Norwich, Connecticut
No. Date Revision
(860) 886-1966 Fax (860) 886-9165
Project No.
Boundary & Topographic Survey CLA-2979
Proj. Engmeei
PROPERTYOF E.M.B.
Date:
GEORGEORENSTEIN, TRUSTEE 04/28/03
Sheet No.
420 Maple Avenue
Town of Montville, Connecticut