HomeMy WebLinkAboutSite PlanEXISTING
WELL
100
016
90
0+00 0+10
100
95
90
0+20 0+30 0+40 0+50 k 0+60 0+70
a
LEACHING SYSTEM CROSS SECTION A—A
VERTICAL SCALE: 1"=5'
HORIZONTAL SCALE: 1"=10'
INVERT SCHEDULE
ACRE
BUILDING CONNECTION
EXISTING GRADE I T
2) 95.31
MHW
IN: 94.00
NEW 24LF 12" X 8' X4'
MINIMUM WV
OUT: 93.75
D BOX FLOW LINE
H-20 CONC G LERIES
N/F
OUT: 92.50
FLOW LINE IN:
0.72 MIN/INCH
SEE DETAIL)
GALLERY BOTTOM:
PROPOSED CONTOUR
91.75
SQUARE FEET
9:15 AM
O
TIME
i
r
TH 1
TEST HOLESSSDSSUBSURFACESEWAGEDISPOSALSYSTEM
10:20 4 1/8" 2 5/8"
t
PT 1
0+10
100
95
90
0+20 0+30 0+40 0+50 k 0+60 0+70
a
LEACHING SYSTEM CROSS SECTION A—A
VERTICAL SCALE: 1"=5'
HORIZONTAL SCALE: 1"=10'
INVERT SCHEDULE
ACRE
BUILDING CONNECTION 1) 96.47
BUILDING CONNECTION 2) 95.31
MHW
IN: 94.00SEPTICTANK
MIN MINIMUM WV
OUT: 93.75
D BOX FLOW LINE IN: 92.67
N/F
OUT: 92.50
FLOW LINE IN:
0.72 MIN/INCH
92.25
GALLERY BOTTOM:
PROPOSED CONTOUR
91.75
t
GREEN
HOUSE
1
APPROXIMATE 3 ,' I
GR/
LOCATION OF '
EXISTING
WATER LINE
t
t
GRAVEL t I
PARKING/ -
DRIVE I _ - t _gg --
f
WOOD FRAME
NEW 1000 G 1 ' GAZEBO
WATER TIGHT J
SEPTIC TANK t J
NEW 15LF
SEE DETAIL) ti J I
8.18 >c
SCH 40 4" PVC t
S=0.021 X 98.36
NEW 36 LF
b" PVC ASTM
1785 PIPE -- -----
S=0.030 = RESERVE
BARN (
2) N GRASS
CONVERTED TO)< r — — — _ —
AY CAMP M p — — — J TH2
6 715 SF TH1 — -
NEW 59LF FINISH FLOOR M
f
s PT 1
SCH 40 4" PVC EL=98.47 X 98.04 --
S=0.021 (SEE NOTE 3A)
98.0 X 98.05
WOOD FRAME /
RAISED PLANTERS
NEW 24LF 12" X 8' X4'
NEW [ -BOX H-20 CONC GALLERIES
W/ BAFFLE (SEE DETAIL)
Al .+, e -Aa of rrc /
CL&P A 2474
WLRISER
MASSAPEAG SIDE ROAD
l
LEGEND
AC ACRE TR TO REMAIN
DI DUCTILE IRON TBRL TO BE RELOCATED
MHW MEAN HIGH WATER TOS TOP OF SLAB
MIN MINIMUM WV WATER VALVE
M/L MORE OR LESS
225.0 NEW SPOT ELEVATION
N/F NOW OR FORMERLY
220-- EXISTING CONTOUR
0.72 MIN/INCH
PERC #2
220 PROPOSED CONTOUR
SF SQUARE FEET
9:15 AM
O
TIME DEPTH
TH 1
TEST HOLESSSDSSUBSURFACESEWAGEDISPOSALSYSTEM
10:20 4 1/8" 2 5/8"
10:25
PT 1 PERCOLATION TEST
TBA TO BE ABANDONED
1 7/8"
10:35
TBR TO BE REMOVED
10:40 9 3/4"
SITE A
PERC TEST PREFORMED BY UNCAS HEALTH
DISTRICT
OBSERVATION: 2/l/2001
PERC #1
TIME READING
t
1:27 7 3/4"
CL
j)
1:28 10"
m
1:29 11 lh"
P/
1:30 12 3/4"
1:31 14 Wy
OZ
DEPTH: 26" arra
Wooz
wX,,_
PRESOAK: 1:24 PM
W
liL
W
CL
W
C\J
PERCOLATION RATE: 0.72 MIN/INCH
PERC #2 RECORDED ON JANUARY 10, 2013 BY
DICESARE- BENTLEY ENGINEERS, INC
PRESOAK: 9:15 AM
O
TIME DEPTH DROP
10:15 2 %"
10:20 4 1/8" 2 5/8"
10:25 5 7/8" 1 3/4"
10:30 7 9" 1 7/8"
10:35 8 5/8" 1 3/8"
10:40 9 3/4" 1 1/8"
10:45 10 3/4" 1 "
10:50 11 3/4" 1
10:55 12 5/8" 7/8"
11:00 13 'h" 7/8"
11:05 14 5/8" 7/8"
11:10 15" 5/8"
11:15 15 %" W)
11:20 16" lh"
PERC RATE: 10 MIN/INCH
HELT CO
3281
EDGE OF PAVEMENT _----
WOOD FENCE
TYPICAL)
TEST HOLES WITNESSED BY UNCAS HEALTH
DISTRICT ON 2/1/01
TEST HOLE #1
TOTAL DEPTH: 132"
DEPTH DESCRIPTION
0"-5" TOPSOIL
5"-132" COARSE, SAND AND GRAVEL
TEST HOLE #2
TOTAL DEPTH: 143"
DEPTH DESCRIPTION
0"4" TOPSOIL
4"-143" COARSE, SAND AND GRAVEL
TEST HOLES WITNESSED BY UNCAS HEALTH
DISTRICT AND DICESARE BENTLEY ENGINEERS ON
2/13/13
TEST HOLE #3
TOTAL DEPTH: 96"
DEPTH DESCRIPTION
0"-10" TOPSOIL
10"-60" BROWN COARSE, SAND AND GRAVEL
60"-96" TAN MEAD/COARSE SAND
NO LEDGGE, NO WATER, NO MAX WATER
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-30013-20,
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 A DATA
ACCUMULATION PLAN. HORIZONTAL ACCURACY FOR IMPROVEMENTS LOCATED WITHIN SITE "A" AND
SITE "B" CONFORMS TO CLASS A-2 TOPOGRAPHIC DETAIL CONFORMS TO CLASS T-2 AND THE
VERTICAL ACCURACY CONFORMS TO CLASS V-2. THIS IS NOT A PROPERTY SURVEY OR
BOUNDARY SURVEY AND ANY PROPERTY LINES DEPICTED DO NOT REPRESENT A SURVEYOR'S
PROPERTY/BOUNDARY OPINION.
NO 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 APPEAR BELOW OR THEREON.
2. EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION BASED ON AS -BUILT LOCATION
PROVIDED BY OWNER.
3. PLAN IS FOR THE CONVERSION OF 715 SF BARN TO DAY CAMP AND 272 SF STORAGE AREA TO
OFFICE USE.
MAP REFERENCE:
PLAN OF LAND PREPARED FOR THE GROTON SHELTERED WORKSHOP, INC., 129 MASSAPEAG SIDE
ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DECEMBER 27, 19901 FINN SURVEY, EAST
LYME, CONNECTICUT.
CONNECTICUT GRID V)
PROPERTY LINE
Cn')
SITE D
m
0
5.0 AC±
MAP/BLOCK/LOT
42/29/0
1
0 °
ppp ; SITE A
I
MASSAPEAG SIDE ROAD
i
SITE MAP
SCALE: 1 "=100'
i
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tt % TH3
61
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t
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SEPTIC SYSTjMljjt t -1 tt i tt ' ` 30"
TREE
STORAGE AREA(
COVERTED TO) t . coco
OFFICE 272 SF t t co co -
1
DECK / \ 1,
cPS
00
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PATIO
i
SILL
L!SL EL=94.06
EL=93.91
W
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LOCATION OF ,`s'FRAME
HOUSE \ EXISTING \
WATER LINE \
SI L t
E1=86.35 l
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