HomeMy WebLinkAboutSite PlanDEEP TEST PIT AND PERCOLATION TEST RESULTS
DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN AND ALYSSA BROCHU, BOTH
FROM THE UNCAS HEALTH DISTRICT AND MARK DESROSIER, ON 12-4-15.
PERCOLATION RATE WAS PERFORMED BY ALYSSA BROCHU OF THE UNCAS HEALTH
DISTRICT ON 12-4-16.
TEST En Ili
0"- 11" TOPSOIL
11"- 70" SAND AND GRAVEL
NO MOTTLING, NO GROUNDWATER, NO LEDGE
0"- 10" TOPSOIL
10"- 61 " SAND AND GRAVEL
NO MOTTLING, GROUNDWATER 0 60", NO LEDGE
TEST PIT fj
O"- 10" TOPSOIL
10"- 65" SAND AND GRAVEL
NO MOT'T'LING, GROUNDWATER 0 64" NO LEDGE
PERCOLATION TEST P-1 WAS PERFORMED BY ALYSSA BROCHU OF THE UNCAS HEALTH
DISTRICT ON 12-7-16.
_t
TOTAL DEPTH = 25.5"
PRESOAK AT 2:06 PM ON 1214115, REFILLED AT 10:35 AM ON 12-7-15
77ME READING
2:20 16"
s
SANITARY REPAIR DESIGN CRITERIA
PROPOSED 2 BEDROOM HOUSE
DESIGN PERCOLATION RATE. 10.1 -20.0 MINUTES/INCH
LEACHING AREA REQUIRED -= 500 SF EFFECTIVE
DESIGN. 1,000 -GALLON (MINIMUM) CONCRETE SEPTIC TANK WITH 1 ROW OF 72' OF
DOUBLE 34" WIDE INFILTRATORS, 16" HIGH (TOTAL ROW WIDTH = 6"), INSTALLED WITH
APPROVED STONE AGGREGATE AND THE DISTRIBUTION PIPE INSTALLED IN THE APPROVED
STONE AGGREGATE WITH THE INVERT HIGHER THAN OR EQUAL TO THE ELEVATION OF
THE TOP OF THE INFILTRATORS.
LEACHING AREA PROVIDED. 72' x (6.2 + 0.8) SF/LF = 504 SF EFFECTIVE
100X RESERVE AREA PROVIDED (2 ROWS OF DOUBLE INFILTRATORS, SAME INSTALLATION)
MINIMUM LEACHING SYSTEM
SPREAD CALCUI..ATION
16.5"
HYDRAULIC GRADIENT =
4.1 X
DEPTH TO RESTRICTIVE LAYER =
60"
HYDRAULIC FACTOR =
20
FLOW FACTOR FOR 2 BEDROOMS =
1.0
PERCOLATION FACTOR FOR 10.1-20.0 MINUTESIINCH =
1.5
MLSS REQUIRED =
30'
MLSS PROVIDED =
72'
2.25
16.5"
CL&P
2:30
17" N
SOUTHERN NEW ENGLAND TELEPHONE
2:35
17.5"
REC
2:40
18"
SURVEY CLOSING L NE
2:45
18.5"
FINISHED GRADE AT INLET AND OUTLET OR
2:50
18.75"
141- 4" PVC
2:55
19"
FOOTING DRAIN
3:00
19.25"
OUTLET PIPE
3:05
19.5"
S = 0.10±
3:10
19.75"
GRADE
3:15
20"
U-)
3:20
20.25"-----
" APPROXIMATE FLOOD
-
P- ? PERCOLATION RATE � 25.5 = 10.1-20, 0 MINUTES/tNCN
_ �..,
ZONE LINE (SEE -
CL&P
CONNECTICUT LIGHT & POWER
SNET
SOUTHERN NEW ENGLAND TELEPHONE
SURVEY NOTE 19) 1
•
REC
PROVIDE RISERS TO WITHIN 12" OF
SF
SURVEY CLOSING L NE
Q
REBAR OR IRON PIN RECOVERED
FINISHED GRADE AT INLET AND OUTLET OR
ANGLE POINT
(SEE SURVEY NOTE #8)
REBAR
IP
PROVIDE ACCESS MANHOLES TO FINISHED
DH
DRILL HOLE
0
POINT TO BE SET
GRADE IF AREA IS TO BE PAVED
MONUMENT
TYP
V2`r 186- --
FINISHED
GRADE
-j#-
AREA 7± ACRES
U-)
PERCOLATION TEST
it
BUILDING SETBACK LINE
SQUARE
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CB
MINIMUM
INSPECTION
OPENING
MINIMUM 17"��'�
DIAMETER MANHOLE4ift
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REMAINING '► ''x *190
PORTION OF THE
EXISTING
SILT
'
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,,-OUTLET
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10" MIN.
,
' ,;
�19
FENCE
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SUBJECT PARCEL I PROPOSED
213 REQUIRED
$ -1.5 a
a
MID --DEPTH
1,000 GALLON
TANK
WELL
"
CAPACITY
q
CONNECTION
SEPTIC
94--
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196,_
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113
EXISTING
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198 --� TREE LINE
w
N
CAPACITY
cr
LENGTH NOT GREATER THAN 4 TIMES
II
�..----
` - 200
_
WIDTH OR DEPTH
212'1
__-0/W SIGHT 411YE
f-1 A T T f -%WT 0'V T3'T`Tf-1 T A
'kT17
S 66_ . .
NOT TO SCALE
WOOD STAKE
STAPLED FABRIC
FLOW DIRECTION
tOQ EXCAVATE 6"x6" TRENCH TO BURY
FABRIC &COMPACT BACKFILL
GRADE
12 MIN.
--I-- FABRIC TO EXTEND 6" BELOW GROUND LEVEL
SEDIMENT FENCE DETAIL
NOT TO SCALE
LEGEND & ABBREVIATIONS
C"0_3
UTILITY POLE
CL&P
CONNECTICUT LIGHT & POWER
SNET
SOUTHERN NEW ENGLAND TELEPHONE
±
MORE OR LESS
REC
RECOVERED
SF
SQUARE FEET
Q
REBAR OR IRON PIN RECOVERED
•
ANGLE POINT
RBR
REBAR
IP
IRON PIPE
DH
DRILL HOLE
0
POINT TO BE SET
E7
MONUMENT
TYP
TYPICAL
MIN
MINIMUM
-j#-
DEEP TEST PIT
+
PERCOLATION TEST
it
BUILDING SETBACK LINE
cxx0oa
STONEWALL
CB
CATCH BASIN
x 110.8±
EXISTING SPOT ELEVA77ON
SAN
SANITARY
INV
INVERT
S
SLOPE
N1F
NOW OR FORMERLY
200 FT.
PROPOSED TREE LINE
108
EXISTING CONTOUR
ffm
PROPOSED CON70UR
109.0 x
PROPOSED SPOT ELEVATION
CONC
CONCRETE
SCHED
SCHEDULE
R
RADIUS
U
UNDERGROUND UTILITY
-0/W -
OVERHEAD WIRE
D -BOX
DISTRIBUTION BOX
FF
FINISHED FLOOR
PVC
POLYVINYL CHLORIDE
0
TREE
_ x
WELL
WF# Q
WETLAND FLAG
148 Route 2, Preston, Connecticut o6365
(86o) 949 - 8197
.--2:1 GRASS 1
SLOPE (MAX)
18o
ZONING COMPLIANCE TABLE ZONE: R-120
ITEM
REQUIRED
PROVIDED
LOT AREA
120,000 S.F.
307,000t S.F.
LOT FRONTAGE
200 FT.
10321 FT.
FRONT YARD
60 FT.
32.51 FT.
SIDE YARD (RIGHT)
25 FT.
881 FT.
SIDE YARD (LEFT)
25 FT.
8701 FT.
REAR YARD
60 FT.
381 FT. '
COVERAGE
----
0.31 %
BUILDING HEIGHT
35 FT. LESS THAN 35 FT.
WATER SUPPLY
PROPOSED ON-SITE WELL
SANITARY SYSTEM PROPOSED ON-SITE SEPTIC SYSTEM
* VARIANCE REQUIRED.
TOTAL LOT �
\ AREA = �
\.� 7t ACRE
PROPERTY LINE IS INV 189.5±LAND OF
1384'± TOTAL WITH THE CITY OF NEW LONDON
ALONG CENTERLINE PERFORATED VOLUME 241 PAGE 33
OF BROOK END CAP AND LOCA P MAP
RIP RAP SEDIMENT FENCE OR 72' OF 4" PERFORATED PVC (HOLES DOWN) SCALE: 1 " - 1000'
SPLASH PAD WOOD CHIP BERM INVERT AT TOP OF INFILTRATORS ELEVATION 188.83
S63'21 '27"ES = 0.00
EDGE OF SANITARY NOTES
201.93' BROOK (TVP.) - -
�,., �+ (REFERENCE ONLY) _ - _ BROOK- 1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERGALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS
",.... SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITIONIREVISION OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE
EEP V40LLQW SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2015 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF
CONNECTICUT DEPARTMENT OF PUBLIC HEALTH.
- Z- 2. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEPTIC TANK SHALL BE PVC SCHEDULE 40 OR 80, ASTM D
EDGE OF
BROOK WF17 WF IyF ? EDGE OF 1785 OR ASTM D 2665 OR APPROVED EQUAL AND LISTED IN TABLE NO. 2 OF THE 'TECHNICAL STANDARDS FOR
(TYP) BROOK SUBSURFACE SEWAGE DISPOSAL SYSTEMS". ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE PVC ASTM D
%
(Ty
3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR APPROVED EQUAL
�LE f • AND LISTED IN TABLE NO. 2-A OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS.
20"OAK w D -BOX •
0 INV 189.00 J. THERE ARE NO WELLS (POTABLE, OPEN LOOP GEOTHERMAL, IRRIGAT70N OR SPRING) WITHIN 75' OF THE PROPOSED
.� PROPOSED
24 „OAK 2 "n K `� INV 188.83 OUT SEPTIC SYSTEM.
18± 0 Q CLEARING LIMIT
4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY
` SILT TING t lea 100 SIGNIFICANT VARIATIONS FROM THE TEST PIT DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER,
MOTTLING, SOIL TYPE, UNSUITABLE MATERIAL, ETC.), THE UNCAS HEALTH DISTRICT SHALL BE NOTIFIED PRIOR TO
12' OF 4 "PVC w FENCE x RESERVE AREA INSTALLATION OF THE SEPTIC SYSTEM.
=0.055±
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
-. �9 ELEVATIONS PRIOR TO ANY GONSTRUCTlON. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG$ AT
�� #' :. 1► -_._ CEDAR 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FENCE POST 6. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE
-
TYPICAL g
0 ( DESIGN ENGINEER, ROBERT J. SCHUCH, P.E., AND THE UNCAS HEALTH DISTRICT.
LAND OF 7. THE PROPOSED SEPTIC TANK SHALL BE PRECAST CONCRETE.
. .s
THE CITY OF NEW LONDON 8. THE NDN -WOVEN FILTER FABRIC PLACED ABOVE THE LEACHING SYSTEM APPROVED AGGREGATE SHALL AN APPROVED
VOLUME 241 PAGE 33 FABRIC I IN AI MANNER DTIX C D BE F THEY ECHNEAL STACFL ANDARDS
ATE FOR S INSPECTIONSEWAGE DISPOSAL SYSTEMS AND BE
INSTAROPOSE-D
9. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF EACH PROPOSED SEPTIC SYSTEM:
2 p pR1VEWA y BENCH MARK
A. STRIP ALL TOPSOIL, VEGETATION, AND ORGANIC MATERIAL IN THE AREA OF AND 5' AROUND THE PROPOSED
- - - NAIL IN 18 MAPLE
f SAN / '`�. \ �? ELEVATION 192.03 LEACHING SYSTEM. CONTACT THE UNCAS HEALTH DEPARTMENT AND HAVE DEPTH/SOIL 1/ERIFIED PRIOR TO
i6.fi0' `��_. INV 190.44 J ASSUMED DATUM PROCEEDING AND INSTALLING THE SYSTEM.
x'45'32 "W
46, 42, % � �. .�� : B. COORDINATE WITH 774E UNCAS HEALTH DISTRICT FOR TIMELY INSPECTION AS THEY REQUIRE.
`'EDGE OF P,q {� 7-
KEY
�,,
--72' OF DOUBLE ROW OF QUICK 4
C. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION METHODS, MATERIALS. INSTALL SEPTIC TANK
AND PIPING. CONTACT THE UNCAS HEALTH DISTRICT FOR FINAL INSPECTION PRIOR TO BACKFILLING SYSTEM.
0
AC
10
INFILTRATORS (16,� HIGH}
39_40
FIRE
�-1-~ 0
GUY \
�r WIRE \
�
BOTTOM OF ALL INFILTRATORS
D. COVER SYSTEM UNIFORMLY WITH A MINIMUM OF 8" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND
'
EDGE OF 200 _
-:ASSUMED
S C&1
ELEV 187.50
SEED WITH GRASS TO STABILIZE. THE FINISHED GRADE 10 FROM ANY PART OF THE PROPOSED LEACHING
PAVEMENT
STREET LINE
Q
SYSTEM SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE SYSTEM.
SNET 18 "WHITE
14052 OAK WITH
(SEE. SURVEY
NOTE .#7
5
ACER SACCHARUM[
E. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT 774E OUTLET FILTER OF THE SEPTIC TANK OR ASSOCFA7E0
RISERS AT THESE LOCATIONS, IF REQUIRED, SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW
WIRE 30' OF T,�' 0 1,000 GALLON FINAL GRADE
CONCRETE `ai SEPTIC TANK
N33'O0'36"W � � INV 1$9.91 IN 10. THIS PROPERTY 1S NOT LOCATED IN A PUBLIC WATER SUPPLY WATERSHED AS DETERMINED BY THE STATE OF
UNIT FILL RETAINING WALL CONNECTICUT DEPARTMENT OF HEALTH DRINKING WATER SECTION AS DESCRIBED IN A LETTER TO ROBERT J. SCHUCH,
To BE CLEAN (30 -HIGH, SEE 44.43' INV 189.66 OUT P.E. DATED JULY 21, 2016.
140 STONE DETAIL 25 OF 4 PVC -198 ,
SOIL SEPARATION FABRIC ) SCNED 40 `' ----r o 5" 0 11. VARIANCES FROM THE TOWN OF MONTVILLE ZONING REGULATIONS TO REDUCE THE FRONT YARD SETBACK FROM 60
MAp TO 32.51 AND THE REAR YARD SETBACK FROM 60 TO 381 ARE REQUIRED IN ORDER TO DEVELOP THIS PROPERTY
S = "f FT ST(jmp 2470AK < �► DUE TO THE LOT CONFIGURATION WHERE THESE SETBACKS OVERLAP EACH OTHER AND NO BUILDABLE AREA OUTSIDE
c AUTOMATIC SET MODULAR CONCRETE BLOCKS , �h OF THE REQUIRED BUILDING SETBACKS EXISTS.
BACK BY STONE STRONG WITH WIRE WITH WIR " CIS►
OR APPROVED EQUAL 9'50'S00W N ,,� 12. THE AREA BETWEEN WETLANDS AND THE DENSE STAND OF NATIVE SHRUBS AND TREES TO BE PLANTED AS SHOWN ON
(4" PER UNIT] �?(�
I BENCH MARK 21 71 N9'47'20"W THE PLAN SHALL REMAIN IN ITS NATUwaL STATE (NO LAWN).
MAGNETIC NAIL
ELEVATION 198.68 26.99' EXISTING
(ASSUMED DATUM) 18 "MAPLE' TREE '� SURVEY NOTES
"WITH WIRE LINE
9" 1 COMPACTED ROCK �o 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS
OR LEAN CONCRETE o.
-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTI`C'UT"
.2c 20
,
SLOPE AND z_
SURFACE VARY
A
NOTE: BEARING CONDITIONS SHALL BE OBSERVED BY THE SITE GEOTECHNICAL ENGINEER. BASE
DIMENSIONS MAY BE INCREASED TO ADDRESS DEFICIENT SOIL BEARING CONDITIONS.
MODULAR CONCRETE BLOCK RETAINING WALL
NOT TO SCALE
4" PERFORATED DISTRIBU77ON
PIPE (HOLES DOWN) INSTALLED
ON TOP OF APPROVED STONE
AGGREGATE ON UPGRADIENT
SIDE OF LEACHING GALLERIES,
COVER WITH FILTER FABRIC --\
FILTER
FABRIC
INFILTRATOR QUICK 4
HIGH CAPACITY
AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A
PROPERTY SURVEY ("FIRST SURVEY"), TOPOGRAPHIC SURVEY AND IMPROVEMENT LOCATION SURVEY CONFORMING TO
HORIZONTAL CLASS A-2 AND TOPOGRAPHIC T-2 STANDARDS OF ACCURACY AS DEFINED IN THE ABOVE REGULATIONS.
THIS SURVEY APPLIES ONLY TO THE SOUTHEASTERN PORTION OF THE PROPERTY REFERENCED IN SURVEY NOTE 2 AS
1 " ROUNDED LIP SHOWN ON THIS PLAN. THE TOTAL LOT AREA NOTED HEREON IS APPROXIMATE AND IS EXCEPTED FROM THE
6" VARIES 6" HORIZONTAL CLASS A-2 STANDARD OF ACCURACY.
1 112" 1 " REVEAL 2. FOR RECORD TITLE TO 774E SUBJECT PARCEL, REFERENCE IS MADE TO A WARRANTY DEED FROM DANA SIMONI AND
1 112 T. AX ROBERT SIMONI JR TO MARK DESROSIER AND ALEXANDRA CORTES RECORDED OCTOBER 29, 2015 IN VOLUME 610
PAVEMENT FINISH PAGE 381 OF THE TOWN OF MONTVILLE LAND RECORDS
6" .. d . 77� GRADE
6"
J. FOR ROOT TITLE TO THE SUBJECT PARCEL., REFERENCE IS MADE TO A WARRANTY DEED FROM GUY UNDERWOOD TO
MONOLITHIC MARIO A. SIMONI AND ERNESTINE SIMONI RECORDED MARCH 25, 1972 IN VOLUME 116 PAGE 117 OF THE TOWN OF
CURBING MONTVILLE LAND RECORDS.
6x6-Wt.4xw1.4
WELDED WIRE FABRIC ONCRETE 4. MAP REFERENCES.-
COMPACTED
EFERENCES.COMPACTED DRIVEWAY 1:1 TYP
CONCRETE DRIVEWAY APRON WOOD CHIPS MIN ( } A. "PLAN OF LAND TO BE CONVEYED BY GUY UNDERWOOD TO JOSEPH R. TYRSECK 11 AND MARJORY E. TYRSECK
PROCESSED FIRE ST. MONTVILLE, CONN. SCALE 1 IN. = 40 FT. CHANDLER, PALMER & KING MARCH 3, 1971"
FINISGRAVEL 1:1 (TVP}
LOAM ED GRADE EXISTING B. "BOUNDARY SURVEY OF LAND OF ESTATE OF HENRY T. & MARJORIE F OKON TO BE CONVEYED TO THE CITY OF
LOAM AND SEED, GRADE
GRADE TO PREVENT PONDING CONCRETE DRIVEWAY 24" MIN NEW LONDON FIRE STREET MONTWLLE, CONNECTICUT" DATE 1/31192 SCALE 1 "=100' PROJECT NO. 91-104 BY
GONKLIN & SOROKA, INC.
NOT TO SCALE 5. BEARINGS ARE BASED ON A MAGNETIC READING TAKEN DURING JUNE, 2016.
8" MIN. FILTERroPsolL 12" MIN., NON -TRAFFIC AREAS EXIS77NG 6. UNDERGROUND UTILITY, STRUCTURE, AND FACILITY LOC477ONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN
FABRIC UNDISTURBED PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM
GRADE PAROL TES77MONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE,
NVETIAND Pl.,,�.ING PADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO
LEACHING CHAMBER 5' BOUNDARIES, LLC. ` THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND
.'• • • • i'• •'• • • • •a0 16" VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455
• . • .. ••• •'• • • • • • 11.5" PROVIDED BY RICHARD SNARSKI, C.S.S.
APPROVED STONE
• • • • • • • • • • • • • • a • • Z THE ASSUMED STREET LINE WAS ESTABLISHED BY HOLDING A COMBINATION OF TREES WITH WIRE RECOVERED ALONG
AGGREGATE 34" 34" INFILTRATOR QUICK 4
HIGH CAPACITY
LEACHING CHAMBER
6'
18" MIN. TO MOTTLING/OR GROUNDWATER
48" MIN TO LEDGE/ROCK
OF INFILTI��A.TC►R URIC 4
SYM
KEY
QTY.
NAME (BOTANICAL/COMMON)
HEIGHT
0
AC
10
MELANCHIER CANADENSIS
39_40
t:
U
SHADBLOW
�o
x
0
QR
5
QUERZUS RUBRA
49_69
�
I
Q
PED OAK
W
AC
5
ACER SACCHARUM[
-g ,
�+
Q)
SUGAR MAPLE
_ x
j� THE STREET LINE AND THE AVERAGE DISTANCE FROM THE CENTERLINE OF THE TRAVELED WAY.
WOOD CHIP BERM 8. A CLOSING LINE IS A UNE REQUIRED TO MA774EMA77CALLY CONNECT AND CLOSE PROPERTY LINES WITH BEARING AND
DISTANCE DiMENS1CNS NOTED ON THE PLAN AND IS FOR TECHNICAL PURPOSES ONLY. A CLOSING LINE IS NOT
NOT TO SCALE TO BE CONSTRUED AS A PROPERTY LINE.
9. A POR7ION OF THIS PROPERTY IS LOC47ED IN A ZONE "A" SPECIAL. FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE
1% CHANCE ANNUAL FLOOD AS SHOWN ON THE FLOOD INSURANCE RATE MAP PANEL 341 OF 554 FOR NEW LONDON
DOUBLE IZOV1]� Q COUNTY, CONNECTICUT, MAP NUMBER 09011003416, EFFECTIVE DATE JULY 18, 2011 BY FEMA. THE REMAINDER OF THE
PROPERTY IS LOCATED IN A ZONE "X" (AREAS OF 0..ZX CHANCE ANNUAL FLOOD AND AREAS OUTSIDE OF THE 0.2A
CHANCE ANNUAL r7 b00PLAwl
HIGH -'CAPACITY LEACHING CHAMBERS GRAPHIC SOLE I BELIEVE THAT THE WETLAND BOUNDARY AS SHOWN"
TO MY KNOkEDGE AND BELIEF THIS MAP IS
Ar"NOT TO SCALE20 0 to 20 40 so HEREON IS SUBSTANTIALLY CORRECT PER MY DELINEATION SUBSTANTIALLY LY CORRECT AS NOTED HEREON."
_Mow OF THE WETLANDS ON 11-7-2015.
13054'► % -� _. ,
Ale__. _ � 70125
( IN FEET) i 3 (
*BERT J. SCHUCH, P. E., CPSWQ LICENSE NO. DATE I inch = 20 ft RICHARD SNARSKI, C.S.S. DATE STEVEN R. MARIEN, LS, CFedS LICENSE NO. DATE
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