HomeMy WebLinkAboutPlot PlanGRADE
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----- -- -- ------ 40- '22" 4 .74'
T EET UNE
\ - - _--- -- \ • .. r - `,-.- - - - - APPAREN APPARENT STREET LVE _ . . . . .
- --._.- -- / oFNCE LINE
400L=70.07
12
R=150.00' ~ \ :�'��t / 1 II FOOTING DRAIN - - • .
T STREET UNE •� `� ° / II Y�/RODENT PROTECTED �; - , ... - . • - _ .. _ - • - • • .. . • - . • . .
a, r r r - - " \ APPAREN TEMPORARY SEDMENT FENCE OUTLET
N /F _ - CB -N 2� X20 22 W NO PHYSICAL EVIDENCE ' - ! - - - - - - II _ _ �__ --
"- 1 1 - - TREE LINE/LIMITS
LAURIE A ALLEN----- _ - - - - `` c=x9.44%; OF CLEARING
TOPSOIL, SEED '� • . • . • . • . - - .
! i
- r ac MULCH ALL I t
.RISTURBED ARE
11 AREPOND
_ r
#3 � • W.L.=395f• .
TH#4 1239 15 SQ FT MA
2.8 ACRES MA
e IN
NEW \WELL WF4
r_r_ rte` �ti *TH#1
-- -` , --
Vo ` �\ \xs 3 o PT#1
/ f i TEMPORARY SEDMENT FENUk`':: • T12 \
40 / \ �_ "' :•r• t �'. � �`'� � . • . • - •
'V HF5
/' t /
Jy / GF=40 �! /
I / SIDE YARD.
/ / \
!
I �'"�_.. :�►:. PROP HOUSE / 271' ' PF
::,� ...: ,•y
FF -,411
/ r1 BF)ft403.4t
/ *TH #9
RESERVE AREA
OP
ioR
EW
4C*Tu Iry y ' ,A D1785 SCH40 , / X41" \ \
SLOPE 1/4 J PER MIN N \ !
I 1
y
\ '� STH � f #' '� / �• '; �, �
i
f NEW 1000
/ SEPTIC TANK
I INV IN=403.0 �,� J
INV OUT=402.75 TOPSOIL. SEEV °P
2x2x48" WOOD POLE& MULCH
/
I /
INDUSTRIAL NETTING SNOW �' ' � DISTURBED9RE
FENCE OR WOVEN WIRE FENCE r0% x4111u
FOR SUPPORT
rQ� is
SNE AS pR�ERry
U�
MA S S 0F
HFJ
i
FILTER FABRIC q / 0e0
G � 20 -.3
N D&r"1 TREE LINE/UMITS j 39 Flo
VVIS OF CLEARING S9O 7 1
BACKFILL
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SMIMENT FENCE
NOT TO SCALE
(40
UNCAS
HEALTH DISTRICT
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
Owner: John Gadbois Location: 057-02700-0 Old Colchester Roast Extension Montville
Deep Test Hole Data/Soil Descriptions
DATE: November 8, 2018
'lest Hole # 1 --
-Test Mole #_2
0 - 8" Topsoil
0. 5" Topsoil
8 - 54" Loarny subsoil
5 - 18" Sandy loam
54 - 88" Sand with fines, rocks
18 - 112" Sand & gravel: rocks
Mottling: 33"
Mottling: None:
GW, None
GW: None
Ledge: Nona
Iedge, None
Roots: 54"
Roots: 33"
-- _ -- -
Restrictive: 33" �- -_---
Restrictive: None ---
Test Hole # 3 Test Hole # 4
0 - 8" Topsoil 0- 6" Topsoil
8 - 17" Sandy loam 6 - 24" Sandy loam
17 - 113" Sand & gravel, rocks 24 - 96" Sand & graved, rocks
Mottling: 61" --
GItLr: Mone
Ledge: None--- Roots, 66'
Restrictive, 61"
Mottling- 52"
GVT Node
Ledge: None
Roots: 30"
Restrictive_ 52"
ZONE: WRP-1 60
ZONING COMPLIANCE CHART
Moltting: None
REQUIRED
PROVIDED
MINIMUM LOT AREA
160,000 SQ FT
123,515 SQ FT
MINIMUM LOT FRONTAGE
200'
16.84'
MINIMUM FRONT YARD
75'
75.7'
MINIMUM SIDE YARD
30'
271'
MINIMUM REAR YARD
75'
75.8'
MAXIMUM BUILDING HEIGHT
35'
25f'
DATE.: November 8, 2018
Test Hole # 5 Test Hole #t
0 7" Topsoil
7 - 36" Loamy subscii
36 - 85" Sand & gravel, rocks
Mottling: None-
GW: None Gw,
Ledge: None Ledge
fRoots: 45" Roots:
Restrictive: None Restrictive:
Test Hole #
T>est:Hp..
i
f
i
,i
i
Mottling: Moltting:
GW: GVJ:
Ledge:
Roots: "
Restrictive:
Ledge:
Roots"
RestncII1;
11.5' INVERT
NATIVE BACKFILL �..
ONLY ONE INLET
FILTER FABRIC-. LOCATION REQUIRED 6" RAIN. COVER
APPROVE[
AGGREGATE
zz I
1_j if
/
EFFECTIVE LEACHING AREA= 6.2 SO FTILF 104 HC 11.5- INVERT
QUICK. 4 HIGH CAPACITY CHAMBERS
Locution: 057-02700-0 Old Colchester Road Extension Montville
DATE: January 1 ra ZU19
j Test Hole # 5 Te�-t Rote # 7
i_- - ----
I 8" Topsoil 0- 9" Topsoil
8 - 35" Sandy loam, stones 9 - 32" Sandy loam, stones
35 - 88" Sand & gravel, stones & rocks i 32 - 90" Sand & gravel, stones &rocks
Mottling: None
Moltting: None
GIN: None
GW: None
Ledge: None
Ledge: None
Roots: 3T'
Roots: 40"
_..____.
Restrictive: None
_ _
. Restrictive: Nene
Test Hale # 8
Test H06 # 9
0 -10" Topsoil
10 - 30" Sandy loam, stories
30 - 91" Sand & gravel, stones &. rocks
0 9" l.cpsoil
9 - 32" Sandy loam, stones
32 - 85" Sand & gravel, stones & rocks
Mottling: Nene
GIN: None
Ledge: None _
RootS-14-
34"Restrictive:
Mottling: Norte"
G11t+: None
Ledge: None
Roots: 30"
Restrictive:None
Restrictive: None
Test -Hole # 1l7 .Test Hole#
0 - 10" Topsoil
10- 26" Loamy suhso1
26 - 80" Sand & gravel, stories & rocks
Multling: None
Cebu: None:
Ledge: None
Restrictive: None ---
Mottling
ryV'
Ledge -
Roots; IF
- ------- --
Restrictive:
Location: 057-02700-0 Oki Colchester Road Extension Montville
Percolation Test Data
DATE: January 15, 2019
Perc # 3 Pero Rate:
Death: 33" 11.42 minnnch _
Presoak Sime: <3hours
Perc #
Depth:
Presuak:
Pere Rate:
SPECIAL CONDITIONS
Time
0
Reading
Time
60
Reading
Time
Reaping
Time
Reading
19 MV,
25 `/"
0�)10
Slope > 25%
10
21 XV
70
26 XV
Other:
20
22'/2
Llmied Suitable Area
EOP
Open Watercourse or Wetlands
y
BUILDING SETBACK UNE
ELEV
30
CLEARING LIMIT LINE
FF
FINISHED FIRST FLOOR
40
24'/;"
LF
LINEAR FOOT - -
_- - - -
EXISTING CONTOUR
(MIN)
MINIMUM
50
25"
MA
MORE OR LESS
0W0it1--=�I-
z<00<W?OinivWW0
SEDIMENT FENCE
N/F
Sail Moisture: Damp
Form Completed By: Michael J. Kirby, R.S., Chief Environmental Sanitarian
Others Present For Site Investigation: James Bernardo, L.S.; Norman Passarelli
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
Location Drawing Including all Test Holes and Percolation Tests
See Plan G
i
SPECIAL CONDITIONS
I CONCLUSIONS
Design Flow > 2000 GPO
Suitable for Sewage Disposal X
_
FlubH YUatPr Supply Watershed
Unsuitable for Sewage Disposal
Probable High Groundwater
Additional_Investigatior. Required
Ground Water < 36 inches below
Wet Season Monitoring Required--
grade _ _
0�)10
Slope > 25%
Retest During Wet Season
Perc Rate < 1 min/inch
Lirertsed Engineer's Plan Required ;
_
Perc Rate > 30 mintinch
Other:
Ledge r 5 feet below grade
Llmied Suitable Area
EOP
Open Watercourse or Wetlands
X I I
Flood Plain.Seosonal Flooding
DESIGN RECOMMENDATIONSICOMMENTS:
NOTES:
1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF
CONNECTICUT STATE AGENCIES, SECTIONS 20-30OB-1 THROUGH 2O-30OB-20, 'MINIMUM STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY, THE BOUNDARY DETERMINATION
CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC
SURVEY WITHIN THE DEVELOPED AREA CONFORMS TO CLASS T-2 AND REMAINING PORTIONS WERE TAKEN FROM AERIAL
PHOTOGRAMETRIC MAPPING PREPARED BY UU AERIAL SURVEYS AND CONFORMS TO CLASS T-3. THE VERTICAL
THE VERTICAL ACCURACY CONFORMS TO CLASS V-2-
NO
-2NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS THE
IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION
NUMBER APPEARS BELOW OR THEREON.
2. THE SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN THE R-40 ZONE DISTRICT (CONSERVATION SUBDIVISION).
3. UNDERGROUND UTIUTY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN
COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL
AGENCIES, FROM PAROLE TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS
ARE UNKNOWN TO JAMES BERNARDO LAND SURVEYING, LLC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH
FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION.
CALL BEFORE YOU DIG 1-800-922-4455.
4. THE BASIS FOR BEARINGS IS CONNECTICUT GRID NORTH NAD27. ELEVATIONS ARE BASED ON APPROXIMATE NAVD88
BASED ON THE SURVEY MAP REFERENCE #1 BELOW.
5. THE HOUSE AND SEPTIC SYSTEM SHALL BE STAKED BY A LICENSED LAND SURVEYOR PRIOR TO INSTALLATION
AND CONSTRUCTION.
6. THE INLAND WETLANDS SHOWN HEREON WERE DELINEATED IN THE FIELD BY RICHARD SNARSKI SOIL SCIENTIST
ON FEBRUARY 3, 2017 AND FIELD LOCATED BY JAMES BERNARDO LAND SURVEYING, LLC.
7. THIS PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSORS MAP057 AS LOT 027-00 AND DOES
NOT HAVE AN ASSIGNED STREET NUMBER ON OLD COLCHESTER ROAD EXT. AT THIS TIME
MAP REFERENCES:
1. SUBDIVISIONS PLAN PREPARED FOR STUART E. do JUDITH S. GADBOIS 70 OLD COLCHESTER RIAD SALEM, CT
SCALE: 1"=100' PROJECT 470-130 DATE: 04/04/13 SHEET 1 OF 1 BY ABCHOR ENGINEERING SERVICES, INC.
2 PLAN OF THE TOWN UNE BETWEEN MONTVILLE AND SALEM SCALE 30OFT = 1" BY CHANDLER do PALMER MARCH
1929.
SEPTIC NOTES:
1. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT OR
CONSTRUCTION DRAWING.
2. NO EXCAVATION SHALL TAKE PLACE WITHOUT NOTIFYING "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455.
3. WATER SUPPLY WILL BE FROM AN INDIVIDUAL ON-SITE WELL.
4. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE LEACHING AREAS
OF THE SSDS.
5. THE PLACEMENT OF FILL, PIPES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED
BY THE TOWN SANITARIAN OR AUTHORIZED REPRESENTATIVE. THE TOWN SANITARIAN SHALL BE
NOTIFIED 24 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.
6. SITE PREPARATION PROCEDURES FOR THE INSTALLATION OF THE NEW SSDS:
A. INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS AS
SHOWN ON THE PLAN.
B. STRIP ALL VEGETATION, ORGANIC MATTER (8-10" DEPTH) AND TOPSOIL IN THE AREA
OF AND FIVE FEET LATERALLY SURROUNDING THE NEW LEACHING SYSTEM. REMOVE ANY
SATURATED SILTY SUBSOIL WITHIN 5' OF LEACHING SYSTEM AND ANY UNSUITABLE MATERIAL
THAT MAY INTERFERE NTH THE PROPER FUNCTION OF THE SSDS. INSTALL APPROVED
SELECT FILL IN ACCORDANCE WITH REQUIREMENTS PRIOR TO INSTALLATION OF SYSTEM.
C. INSTALL SYSTEM PER PLAN.
D. NATIVE SOIL SHALL BE USED AS BACKFILL, PLACED AND COMPACTED
IN 12 INCH LIFTS. THIS FILL MUST HAVE A MINIMUM PERCOLATION
RATE OF 10 MINUTES/INCH AFTER PLACEMENT AND COMPACTION.
E. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF SIX INCHES OF
PROCESSED AGGREGATE OR BROKEN STONE BASE ON COMPACTED SUBGRADE.
ALL COMPACTION SHALL BE TO 95% MODIFIED PROCTER DENSITY.
BACKFILL AROUND TANK SHALL BE PLACED AND COMPACTED IN SIX INCH
LIFT'S TO 95% MODIFIED PROCTOR DENSITY. FILL TANK WITH WATER TO
DISCHARGE LEVEL AFTER ACCEPTANCE.
7. SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA:
A. EFFECTIVE LEAI tHING AREA REQUIRED:
NEW THREE (3) BEDROOM RESIDENCE WITH hQ LARGE CAPACITY TUBS OR GARBAGE GRINDERS
DESIGN PERCOLATION RATE = 1.0-10.0 MIN / 1 INCH
495 SF EFFECTIVE LEACHING AREA REQUIRED
B. DESIGN: USE NEW 1000 GALLON SEPTIC TANK BY JOLLEY PRECAST (OR APPROVED EQUAL)
WITH AN APPROVED OUTLET EFFLUENT FILTER AND
1 ROW OF 68C LF OF INFILTRATOR QUICK 4 CHAMBERS INSTALLED AS SHOWN.
C. EFFECTIVE LEACHING AREA PROVIDED
680 TOTAL LINEAR FEET OF EXCAVATED ROW
LEACHING AREA PER LINEAL FOOT 6.2 SF/FT
TOTAL EFFECTIVE LEACHING AREA PROVIDED = 496 SF
D. 100% RESERVE AREA = 80 LF OF QUICK 4 CHAMBERS
E. MLSS CALCULATION NEED NOT BE CONSIDERED, DEPTH TO RESTRICTIVE AREA GREATER THAN 60"
LEGEND
THE FOLLOWING SYMBOLS/ABBREVIATIONS
MAY APPEAR ON THIS DRAWING
AC ACRES TBR TO BE REMOVED
BF BASEMENT FLOOR TYP TYPICAL
BIT BITUMINOUS -O!V P-5SOILPERC TEST LOCATION
SF SQUARE FEET
TR TO REM AI N
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
so
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
JAMES BERNARDO LICENSE #70121
DATE
Rn
00
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BCLC
BITUMINOUS CONCRETE UP CURBING
-THB
SOIL DEEP TEST LOCATION
CONC
CONCRETE
®
WELL
DIA
DIAMETER
0�)10
HYDRANT
DB
DISTRIBUTION BOX
TREE
EOP
EDGE OF PAVEMENT
BUILDING SETBACK UNE
ELEV
ELEVATION
CLEARING LIMIT LINE
FF
FINISHED FIRST FLOOR
EXISTING TREELINE
LF
LINEAR FOOT - -
_- - - -
EXISTING CONTOUR
(MIN)
MINIMUM
NEW CONTOUR
MA
MORE OR LESS
0W0it1--=�I-
z<00<W?OinivWW0
SEDIMENT FENCE
N/F
NOW OR FORMERLY - -
- - - -
STORM DRAIN PIPE
PVC
POLY VINYL CHLORIDE
STONE WALL
SCH40
SCHEDULE 40
SANITARY SEWER
S
5.4x
SPOT ELEVATION
W
WATER
SF SQUARE FEET
TR TO REM AI N
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
so
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
JAMES BERNARDO LICENSE #70121
DATE
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Sheet No.
SHEET 1 OF 1
Scale:
1 • =20'
Date
MARCH 1, 201 q
Project No.
18006-1
MAP REFERENCES:
1. BOUNDARY SURVEY, A PORTION OF LAND OF STUART AND JUDITH GADBOIS,
PREPARED FOR NUTMEG GRAVEL & EXCAVATING, INC., 40 OLD COLCHESTER
ROAD, SALEM, CT, SCALE: 7"-= 100, DATE: 11/20/98, BYANCHOR
ENGINEERING SERVICES, INC.
2. PLAN OF THE TOWN LINE BETWEEN MONTVILLE & SALEM, SCALE 7" = 300,
DA TE.' MA RCH, 7929, B Y CHA ND L ER & PA L MER
J. PLAN SHOWING LAND OF STUART E. AND JUDITH S. GADBOIS AND A PORTION
OF GEORGE O. GADBOIS IN THE TOWNS OF SALEM AND MONTVILLE, SCALE.`
7" = 7001, DATE: OCTOBER, 1963, BY CHANDLER & PALMER
4. AMENDED FINAL SUBDIVISION PLAN OF LAND OF ALFRED FRIEDLA ND,
ROUTE 82 SALEM, CONN., SCALE: 1" = 40; DATE.` SEPTEMBER, 7977,
AMENDED: NOVEMBER 8, 7977, BY CHANDLER & KING
5. PLAN SHOWING PORTION OF PROPERTY OWNED BY STUART E. & JUDITH S.
GADSOIS IN THE TOWN OF SALEM, CONN., SCALE.- 7" = 20; DA TE APRIL,
1989, BY MILLER
6. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF
SALEM, CONN. NORWICH-HADLYME ROAD FROM MONTVILLE TOWN LINE
WESTERLY ABOUT 1,500 FEET, ROUTE 753, SHEETS 7-2 OF 2.
NO TES:
7. THE PURPOSE OF THIS SURVEYAND MAP IS TO DEPICT THE EXISTING CONDITIONS
AS OF THE DA TF OF THE SURVEY. FIELD SURVEY PERFORMED BY ANCHOR
ENGINEERING SERVICES, INC. IN JUL Y, 2077.
2. TOPOGRAPHIC DATA SHOWN OUTSIDE THE ACTIVE AREA HAS BEEN TAKEN FROM
INFORMATION PROVIDED BY LIU AERIAL SURVEYS, 7988.
J. ELEVATIONS SHOWN ARE BASED ON NA VD 88, INFORMA TION PROVIDED BY
THE CONNECTICUT DEPARTMENT OF TRANSPORTATION.
4. THE SUBJECT PARCEL AREA 1S 23.77 ACRES (7,035,585 S. F). THE AREA OF
THE PARCEL WITHIN THE TOWN OF SALEM IS 27.08 ACRES (918,375 S. F).
S. THIS PROPERTY DOES NOT LAY WITHIN A 700 YEAR FLOOD ZONE
Approved by the Town of Salem Planning and Zoning Commission
Signed Chairmanl Secretary Date
All work shown as part of this plan shall be completed by
Date
ZONING COMPLIANCE TABLE
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-FAMILY MJST 1�
LF
L DEN- SHA<. AIC_ I'
EDWARD SHAUNCi'-
' f II ( \ 27.18' �� — — -- — IR SE T
2 \ —
\ g 59.71'
•�_.. "T 39NE S13° 37'22"E
\\ \ I P F t�UND - `-'N84 W.
25'5
NIF
\* EDMUND VALERIE JAK'UD►\
H F Ni�. f 1 16.49' �\ ( 9D'-
BILL J. & wGLLIE K. KIT T LEA/AN �•, � . *, . �, �/ / f � � c^ � ._._ / � \ / �- � --
+�t`�t 1 IP FOUND �5' Sq / `� / t ! �._.""� ZONE/ j
WR P —1/i
03
Lo
MAvi IS. LLC. \ J \ A < I N
`—.
/ S ��' - 9
ACRE e/i-� SET
59.55 \ / i / ��—
/ / 0 SE E DE T A I 1- 6 ` � /t . a , �' / J ���� - _ \ �1_14,� , n 0
a1 ,. � � ,+ /+ N31 4243w � �' � � ,�— �� . � � �° � >t
CHD MON. HELD J. 14.57 ��P FOClND
`Jcs �+ S28° 57.18..E s'� I
J,, i � 64 � f
E 744 a 38
-- - i1 2 4�s ` J , �, .�y�+� +/ 10 F 0 U N D +' •11 / J l i OF BANK j / j / �-*
- - /2 �"� -L , i off♦ �+ /+/ 320 b-,� 1 � � � � / � � � `
40, 000 SO FT �, �-� 06.4 7 ` .. /+ ♦ NhD� BA / f I x, 1 216. 79,
7 O _ ,
BUILDABLE +\ / N5 0605E ♦ ' f ' / ` f ( , N81°3.06•+
�. w
SQUARE � s + / l � � 1 SEE � �
�� R FOUND \ ' � / t I � IR FOUND 1 N S T ONE WA, I� CORNER
(� LOT 9 AREA: \ i DE TA I L/ •
LOT 9B AREA: S —�: i � !
I \
+773,686\ I 804688.78 SQ. FT
6.rr t / f -,.__ SQ. FT.+/'` � J ' O � � _
OR 2.67 ACRES `r - 0�1 .� J / ' f OR 18.47 ACRES IN SALEM �\ ( L ELAN9--& -S ^ \��/ ALFRED & MOREICA
V _ � q��, % � . -F of NO / ) f / } ll / / 1 & I \ `` v-- WA \� FWUS
50 OLD COLCHLSTER R D �t °! / 1 ! 1 117,270 SQ. FT.
`� h 61 '�� ) ! _/ / / OR 2.69 ACRES IN MONTVILLE
ASSESSOR .MAP ?2, L T 9� / % \
COOLER -a-\ ��� ' i - �-„,c!! ` � , � % r i / / / � / � / '
` /1fP-2 TRAILER �`� (�' 1 � SEE DETAIL C' f f / 40 OLD COLCHESTER ROAD
H POTENTIAL `/ 0.ic'g + T 3 ( f _ /� ASSESSOR MAP 12, LOT 9a`
� l
}
IR T.e. l / / \ "HOUSE
WELL �5 5 2 / �� TP -4 / — ___ / / ' j I }' 1 (I i ° ��' `1 I
/� hrvus LOCATION.' t I ) "t. o f
/ AXL_E FQiJ '� CODE COMPLYING 3 -BEDROOM / / , �C�
R __ i Io
PROPERTYAND \t-- \ LEACHING AREA IMARY & RESERVE) / / / j I O%
L - _ i Q ZONE LINE 40 000 SQ FT
C IR T B.S. ` Sh , �, ,
f • / 460 ' f � � ,�` � I / . �Q► � �� SHED � �� � BUILDABLE,
f SALES ��E
TRAILER 32 —� O / ” ARPROXIMA TE LOCA TION
75.12' EXISTING SE. C SYS
CODE COMPLYING NON-RESIDENTIAL N670 45'45"W
TP -1
LEACHING AREA (PRIMARY & RESERVE) `
y V / t
EXISTING Oeen^
IR T.B.S. - '�[J ` ^� L -__1 -'// __- -----------------so Fv \ U l
GRAVEL DRIVE _1 /
AND PARKING CL&
� ♦ �6 t v� �, ' / / ! % GRA 1/£L SOF LIRA 1/c L - -r -MIS,104-32 _ _ / \ I R F O U N D
368-69' �/n. DRI v£ - — — - --% 8
—11
DUG WELL - } nw 2 1 - — 43 M'�' s ` OL , a N8 ° 31...
(ABANDONED) - �ti 23'�-• 3� / 1 Cal
LEACHING AREA DESIGN CALCULATIONS
Residential - 3 Bedroom Dwelling
Required Zone B
Lot 96
Required -Zone RU -A
Lot 9
Area
40,000
713'6B6
80, 000
927,899
Lot Frontage
750'
842'
200'
7517'
Front Yard
50'
50+
50`
50+
Side Yard
25'
25'
25'
25'
Rear Yard
50'
N/A
50'
N/A
Lot Coverage
50%
< 1%
N/A
N/A
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SCAYVLCN
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L DEN- SHA<. AIC_ I'
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25'5
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\* EDMUND VALERIE JAK'UD►\
H F Ni�. f 1 16.49' �\ ( 9D'-
BILL J. & wGLLIE K. KIT T LEA/AN �•, � . *, . �, �/ / f � � c^ � ._._ / � \ / �- � --
+�t`�t 1 IP FOUND �5' Sq / `� / t ! �._.""� ZONE/ j
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Lo
MAvi IS. LLC. \ J \ A < I N
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/ S ��' - 9
ACRE e/i-� SET
59.55 \ / i / ��—
/ / 0 SE E DE T A I 1- 6 ` � /t . a , �' / J ���� - _ \ �1_14,� , n 0
a1 ,. � � ,+ /+ N31 4243w � �' � � ,�— �� . � � �° � >t
CHD MON. HELD J. 14.57 ��P FOClND
`Jcs �+ S28° 57.18..E s'� I
J,, i � 64 � f
E 744 a 38
-- - i1 2 4�s ` J , �, .�y�+� +/ 10 F 0 U N D +' •11 / J l i OF BANK j / j / �-*
- - /2 �"� -L , i off♦ �+ /+/ 320 b-,� 1 � � � � / � � � `
40, 000 SO FT �, �-� 06.4 7 ` .. /+ ♦ NhD� BA / f I x, 1 216. 79,
7 O _ ,
BUILDABLE +\ / N5 0605E ♦ ' f ' / ` f ( , N81°3.06•+
�. w
SQUARE � s + / l � � 1 SEE � �
�� R FOUND \ ' � / t I � IR FOUND 1 N S T ONE WA, I� CORNER
(� LOT 9 AREA: \ i DE TA I L/ •
LOT 9B AREA: S —�: i � !
I \
+773,686\ I 804688.78 SQ. FT
6.rr t / f -,.__ SQ. FT.+/'` � J ' O � � _
OR 2.67 ACRES `r - 0�1 .� J / ' f OR 18.47 ACRES IN SALEM �\ ( L ELAN9--& -S ^ \��/ ALFRED & MOREICA
V _ � q��, % � . -F of NO / ) f / } ll / / 1 & I \ `` v-- WA \� FWUS
50 OLD COLCHLSTER R D �t °! / 1 ! 1 117,270 SQ. FT.
`� h 61 '�� ) ! _/ / / OR 2.69 ACRES IN MONTVILLE
ASSESSOR .MAP ?2, L T 9� / % \
COOLER -a-\ ��� ' i - �-„,c!! ` � , � % r i / / / � / � / '
` /1fP-2 TRAILER �`� (�' 1 � SEE DETAIL C' f f / 40 OLD COLCHESTER ROAD
H POTENTIAL `/ 0.ic'g + T 3 ( f _ /� ASSESSOR MAP 12, LOT 9a`
� l
}
IR T.e. l / / \ "HOUSE
WELL �5 5 2 / �� TP -4 / — ___ / / ' j I }' 1 (I i ° ��' `1 I
/� hrvus LOCATION.' t I ) "t. o f
/ AXL_E FQiJ '� CODE COMPLYING 3 -BEDROOM / / , �C�
R __ i Io
PROPERTYAND \t-- \ LEACHING AREA IMARY & RESERVE) / / / j I O%
L - _ i Q ZONE LINE 40 000 SQ FT
C IR T B.S. ` Sh , �, ,
f • / 460 ' f � � ,�` � I / . �Q► � �� SHED � �� � BUILDABLE,
f SALES ��E
TRAILER 32 —� O / ” ARPROXIMA TE LOCA TION
75.12' EXISTING SE. C SYS
CODE COMPLYING NON-RESIDENTIAL N670 45'45"W
TP -1
LEACHING AREA (PRIMARY & RESERVE) `
y V / t
EXISTING Oeen^
IR T.B.S. - '�[J ` ^� L -__1 -'// __- -----------------so Fv \ U l
GRAVEL DRIVE _1 /
AND PARKING CL&
� ♦ �6 t v� �, ' / / ! % GRA 1/£L SOF LIRA 1/c L - -r -MIS,104-32 _ _ / \ I R F O U N D
368-69' �/n. DRI v£ - — — - --% 8
—11
DUG WELL - } nw 2 1 - — 43 M'�' s ` OL , a N8 ° 31...
(ABANDONED) - �ti 23'�-• 3� / 1 Cal
LEACHING AREA DESIGN CALCULATIONS
Residential - 3 Bedroom Dwelling
Commercial - 1,500 SF Retail
- Bedrooms - 3 Bedroom Design
• 1,500 SF Commercial Building
- Perc Rate - 1 - 70 Min./Inch
• Table No. 4 Design Flow - O.1 GPD/SF
- No Restrictive Layer Present
- Nonresidential - Non -Problematic
(MLSS Need Not Be Considered)
Perc Rate - 7 - 70 Min./Inch
. Effective Leaching Area - 495 S.F.
Table No. 8 Application Rate - 7.5
(165' of 72" x 48" Stone Trench with
- 1,500 SF x 0.7 GPD = 750 GPD
100% Reserve Area Depicted)
• 150 GPD/1.5 App. Rate = 700 (ELA)
Ledge: ---
• Effective Leaching Area - 705 S.F.
Ledge: ---
(135 of 12" x 48" Stone Leaching Trench
Roots:
with 100% Reserve Area Depicted)
Deep Test Hole Data /Soil Descriptions
Date: 3/13/13 Observed by Reed Gustafson, Salem Health Department
Test Hole # 1
Groundwater
Test Hole # 2
Test Hole # 3
Test Hole # 4
0 - 6" Topsoil
6 - 78" Gravel
O - 6" Topsoil
6 - 70 " Gravel
O - 70" Topsoil
70 - 76" Gravel
O - 72" Topsoil
12 - 78" Gravel
Mottling: None
Mottling: None
Mottling: None
Mottling: None
GW.. ---
GW.,
GW., 76"
GW:
Ledge: ---
Ledge-
Ledge: ---
Ledge: ---
Roots:
Roots.
Roots.
Roots:
Restrictive:
Restric_-ive:
Restrictive:
Restrictive,-
estrictive:
Groundwater Table: Below mar
narA/�d/r� Percolation Test Data
Perc # 1
Perc = ate:
2.0 rr , -finch
Perc # 2
Depth: 25"
Perc Rate:
10 min/inch
Depth: 24"
Presoak time: 4:70
Presoak time: 4:15
Time
-7eading
Time
Reading
4.30
5:00
6"
4:40
5:10
13"
4:45
9.5"
5:20
17.5"
4:50
22"
5.'30
19.5"
4:55
ry
5:40
20.5"
Groundwater Table: Below mal
S
85. 2 4
• Oq
DRILLED ! i r S85` 2U' 34 - � \
WELL
...d•....��-�' � 55'56"W
734 P N72° 46'02"W _ 0�..,,
1 `
LEGEND
DRILL HOLE FOUND
IR OR IP FOUND
IR TO BESET
TOWN LINE
PROPERTY LINE
BUILDING SETBACK LINE
MAJOR CONTOUR
MINOR CONTOUR
TREELINE/ EDGE OF ACTIVE AREA
LEDGE OUT(7ROP
0
•
Qom— IRT 8.5.
100
=111=111=111=Maill=111=111=Ill=Ill=Ill-=MS11
100 0 100 200 300 400
SCALE: I„=100'
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-
3006-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT” AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ITIS A
LIMITED PROPERTY SURVEY, BOUNDARY DETERMINATION CATEGORY DEPENDENT
RESURVEY OF THE EXISTING PROPERTY LINES AND AN ORIGINAL SURVEY OF THE
PROPOSED LOT LINES, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND A
TOPOGRAPHIC SURVEY CONFORMING TO VERTICAL ACCURACY CLASS T-2 AND T-3
(SEE NOTE 2). THE PURPOSE OF THIS SURVEY AND MAP IS TO ENABLE DETERMINATION
OF COMPLIANCE OR NON-COMPLIANCE WITH APPLICABLE MUNICIPAL OR STATUTORY
REQUIREMENTS.
TO THE BEST OF MY KNOWLEDGEAND BELIEF THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
WILLIAM E. WERTZ, CT. L.S. #70067
ANY ORIGINAL OR DUPLICATE OF THIS MAP IS NOT VALID UNLESS IT BEARS
THE EMBOSSED SEAL OF THE SURVEYOR WHOSE REGISTRATION APPEARS ABOVE
NO 0THER CERTIFICATION OR WAPPA NTYIS EXPRESSED OR IMPLIED.
MON. FOUND \
1' A 6
g.8 7:
N76-6' 7
N87'-
In
0
o�
mr
___j
DETAIL 'A'
( NOT TO SCALE)
DETAIL 'B'
( NOT TO SCALE)
N \
C N
o �
C)
5ao19 159.
AXLE ♦ 1.181
FOUND
20� 923 •IJ
5ao�a
5
DETAIL 'C'
( NOT TO SCALE)
SI TE L OCA TION
( NOT TO SCALE)
OWNER /APPLICANT
STUART E. & JUDITH S. GADBOIS
42 LAKE VIEW AVENUE
SALEM, CT 06420
'DAD
)WN UNE