HomeMy WebLinkAbout12 Vesper Lane - Site Plan 2N /F
3766 36.7 BENNETT
3' DEEP IMPERVIOUS 37.6
BARRIER --120 L.F. OF
40 MIL POLYETHYLENE �s X --_ 86'51'44" W
(MILLER BREAKOUT")35.5
TOP BARRIER - TOP FII - N 91.17'
TER CLOTH =38. 0,GRADE
ABOVE BARRIER=38.6 MIN
S 88'39' E
X7,7
385
G
I
bands of silt &
USE 3:1 MINIMUM
t 38,07
112'
:
- -
-
-
SLOPE OUTSIDE IMPER
M
1
W-
32.22
I3'9911.
38.12 I
OVERHEAD ELECTRIC WIRES (IF SHOWN)
Basement ............::
BARRIER. ("OR EQUAL)
,,--6-
�m
_8_
I
ELEVATIONS SHOWN ARE ASSIGNED.
I
x
I
0
TREE (IF SHOWN, NOT ALL SHOWN)
I
3`
38.4
39,53
HIGHPOINT
36
0
3
M1
3H
I
6
c
* x�
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESSJllr
BOTTOM LEACHING AREA:
r-
92"
n
18"
sandy loam
X37.
I
I
I I .I
B layer 10yr 5 8
35 ,6
/
4 36.6\
X
DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
RTE
6A
341
m
35.6 40"
U
7.
i
I
I I I
rnI
13
I N {
I3
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
loam
DESIGN CAPACITY.
-
40x6
48"
- mottles -
I
1 '
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
3235
[(736 SF) X .60 GPD/SF]
BENCH MARK --TOP OF MAG. NAIL
3
38,8
3 1` -
9.
SET IN PAVEMENT=38.22 ASSIGNED
3
o
NOT TO
H 4
t 63�� NEARCENTER OFF &
CORNER OF HOUSE)
loamy sand
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
...............Prop..
LEACHING CROSS SECTION
SCALE
3.
layer
C la 2.Sy 5/6
.. .............................
1 o ..
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
13 00 Crawl
silt loam
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
37
MAP
I
36.0
36,7
00
E=
S 88'39' E
X7,7
385
G
I
bands of silt &
�n
t 38,07
38,13
:
'PROPOSED
J�
I I I "
N
0
M
1
W-
32.22
I3'9911.
38.12 I
I
36.0
36,7
00
E=
S 88'39' E
C
385
O
9.04
bands of silt &
:;
't S 9.1
b
:
'PROPOSED
J�
I I I "
4 BE ROOM
o:::
0:�
W-
_DWELLING
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
Basement ............::
np V
,,--6-
�m
_8_
PROPOSED CONTOUR
ELEVATIONS SHOWN ARE ASSIGNED.
39.08
x
I
0
TREE (IF SHOWN, NOT ALL SHOWN)
I
3`
38.4
39,53
HIGHPOINT
IN
0
ROAD=40.0
1500 GAL.
I
I
36.0
36,7
00
E=
7,
THI 2 _
39.3
YROP.� 0
393 L-
ARKING
0T�2
20,980 S.F:
Prop.
Crawl
.6
1
9.4
.>
21,
21
23.
39,3
TH 1
40
S 88'39' E
....
385
/ JOB NO. "I'0 3
9.04
bands of silt &
:;
't S 9.1
b
:
'PROPOSED
CONC. BOUND= 40.00 ASSIGNED
4 BE ROOM
o:::
0:�
W-
_DWELLING
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
Basement ............::
7,
THI 2 _
39.3
YROP.� 0
393 L-
ARKING
0T�2
20,980 S.F:
Prop.
Crawl
.6
1
9.4
.>
21,
21
23.
39,3
TH 1
40
40.5
40,3
N /F
BAKER
I
1 JSH
S 88'39' E
DESIGN DATA
40.19
/ JOB NO. "I'0 3
bands of silt &
BENCH MARK --TOP & CENTER OF
TEST HOLE_ 3
LEACH AREA
LEGEND
CONC. BOUND= 40.00 ASSIGNED
TH 1
TEST HOLE LOCATION, NUMBER
W-
PROP. WATER LINE
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
19E -8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--6-
EXISTING CONTOUR
_8_
PROPOSED CONTOUR
ELEVATIONS SHOWN ARE ASSIGNED.
UTILITY POLE (IF SHOWN)
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
40.5
40,3
N /F
BAKER
I
1 JSH
no water0
38.6 120" 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001
FOUNDATION PERFORMED BY- Ron Cadillac, Soil Evaluator 15"
a WITNESSED BY: Sean O'Brien & Bruce Murphy
DESIGN BY OTHERS PERC RATE: <2'-00"/inch C1 lay er--TH2 40"
TEST HOLE 4 42.1 PERC RATE: C2 -00' inch C1 la er--TH4 48"
_j Top Prop. Foundation PERC RATE: <2'-00"%inch C1 layer--TH5
.11 DEPTH (inches) ELEV.(feet) SOIL SURVEY(1993): Carver loamy coarse sand 72"
0
12"
39,6
32"
U
39.2 n
39,7
N /F
SWANSEY 87"
• 39.6
LU 108"
A layer 10yr 3/4
sandy loam
B layer 10yr 5/8
sandy loam
no mottles
Cl layer 2.5y 6/6
sandy loam
(very fine)
C2 layer 2.5y 6/6
clump silt/w
sandy loam
_wee�g_water -
37.1 GEOLOGIC MAP(1986): C.C. Bay lake deposits
Invert 38.40
Invert 39.00 10 CULTEC C-4 UNITS
Use Gas Baffle Invert 37.63
34.4 Proposed Proposed 114"
Proposed
Y
=3/8"/ft + 9" min. cover 37.91
Proposed S=1/4"/ft TOP C-4 Unit
Invert 38.65 S=1 /4"/ft
1500 Gal. --1 , 136"
1 Proposed - - -
4 168"
A layer 2.5y 3/2
silt loam
B layer 2.5y 576 -
silt
6silt loam
_ mottles _
Cl layer 2.5y 5/6
S1 loam
C2 layer 2.5y 5/6
loamy sand
C3 layer 2.5y 5/6
silt loam
weesing_woter
39.6
35.6
33.6
30.1
28.3
T 25.6
29.8 �
/-___�Invert.80 Invert 37.53 37.2
6" Stone i r compact Proposed Proposed 1 5 Bottom TEST HOLE 2
30' 1 I lv I 4. I
281. �- 10' r- I I - I DEPTH (inches) ELEV.(feet)
m Mottles®TH 6=32.2 0
271 m
M
120
DESIGN DATA
I
/ JOB NO. "I'0 3
bands of silt &
. 39,4
TEST HOLE_ 3
LEACH AREA
NOTES
Fox.dwg
BEDROOMS:
4
35.2 35.0
--
1.
LOCUS IS A.M. 121, PARCEL 72. [' I rT 23 1 : 6
o
48"
DEPTH (inches) ELEV.(feet)
2.
ELEVATIONS SHOWN ARE ASSIGNED.
No
WITH 4 STONE ON THE SIDES AND 3' STONE
70
34 2
38,9
(fet
DEPTH (inches) ELEV.37&)
°
38.4
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
0
M
1500 GAL.
72'n
A layer 10yr 3/3
132"
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESSJllr
BOTTOM LEACHING AREA:
r-
92"
n
18"
sandy loam
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATEI CJ
5' REMOVAL WITH BARRIER
B layer 10yr 5 8
35 ,6
/
B layer 10yr 5/8
DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
RTE
6A
341
NONE
35.6 40"
sandy loam
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
silt clay
INSTALL IMPERVIOUS BARRIER, AS SHOWN.
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
loam
DESIGN CAPACITY.
441 GPD
48"
- mottles -
34.4
63"
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
3235
[(736 SF) X .60 GPD/SF]
3
38,8
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
3
o
NOT TO
0
loamy sand
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
LEACHING CROSS SECTION
SCALE
37.1
layer
C la 2.Sy 5/6
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
silt loam
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION
MAP
i
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
0
1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE
1
/
1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
rn
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTHinches
( )
ELEV.(feet)
.r
14
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
no water0
38.6 120" 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001
FOUNDATION PERFORMED BY- Ron Cadillac, Soil Evaluator 15"
a WITNESSED BY: Sean O'Brien & Bruce Murphy
DESIGN BY OTHERS PERC RATE: <2'-00"/inch C1 lay er--TH2 40"
TEST HOLE 4 42.1 PERC RATE: C2 -00' inch C1 la er--TH4 48"
_j Top Prop. Foundation PERC RATE: <2'-00"%inch C1 layer--TH5
.11 DEPTH (inches) ELEV.(feet) SOIL SURVEY(1993): Carver loamy coarse sand 72"
0
12"
39,6
32"
U
39.2 n
39,7
N /F
SWANSEY 87"
• 39.6
LU 108"
A layer 10yr 3/4
sandy loam
B layer 10yr 5/8
sandy loam
no mottles
Cl layer 2.5y 6/6
sandy loam
(very fine)
C2 layer 2.5y 6/6
clump silt/w
sandy loam
_wee�g_water -
37.1 GEOLOGIC MAP(1986): C.C. Bay lake deposits
Invert 38.40
Invert 39.00 10 CULTEC C-4 UNITS
Use Gas Baffle Invert 37.63
34.4 Proposed Proposed 114"
Proposed
Y
=3/8"/ft + 9" min. cover 37.91
Proposed S=1/4"/ft TOP C-4 Unit
Invert 38.65 S=1 /4"/ft
1500 Gal. --1 , 136"
1 Proposed - - -
4 168"
A layer 2.5y 3/2
silt loam
B layer 2.5y 576 -
silt
6silt loam
_ mottles _
Cl layer 2.5y 5/6
S1 loam
C2 layer 2.5y 5/6
loamy sand
C3 layer 2.5y 5/6
silt loam
weesing_woter
39.6
35.6
33.6
30.1
28.3
T 25.6
29.8 �
/-___�Invert.80 Invert 37.53 37.2
6" Stone i r compact Proposed Proposed 1 5 Bottom TEST HOLE 2
30' 1 I lv I 4. I
281. �- 10' r- I I - I DEPTH (inches) ELEV.(feet)
m Mottles®TH 6=32.2 0
271 m
M
120
DESIGN DATA
-
bands of silt &
. 39,4
LEACH AREA
17"
BEDROOMS:
4
44"
z
TEST HOLE 5
USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE
48"
West side East
GARBAGE GRINDER:
No
WITH 4 STONE ON THE SIDES AND 3' STONE
34 2
38,9
(fet
DEPTH (inches) ELEV.37&)
REQUIRED CAPACITY:
440 GPD
ON THE ENDS, FOR A 46' X 16' LEACH BED.
0
SEPTIC TANK:
1500 GAL.
72'n
BUILDING COVERAGE 25%
132"
A layer 10yr 3/4
THIS
BOTTOM LEACHING AREA:
736 SF
92"
BEARS AN ORIGINAL RED STAMP
8„
sandy loam
[(16' X 46')]
5' REMOVAL WITH BARRIER
B layer 10yr 5 8
SIDE LEACHING AREA:
0 SF
DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM
39.4
42„
sand loam
341
NONE
SAND ANDY LOAM. (SEE TH'S 6 & 4)
mottles �1A
silt clay
INSTALL IMPERVIOUS BARRIER, AS SHOWN.
loam
DESIGN CAPACITY.
441 GPD
63"
- - - - -
3235
[(736 SF) X .60 GPD/SF]
38,8
Ct layer 2.5y 7/3
11
0
loamy sand
TEST HOLE 6
LEACHING CROSS SECTION
Ion -
A layer 10yr 3/2
sandy loam
B layer 10yr 5/6
loamsand
__ - mottles -
C1 layer 2.5y 5/6
medium sand
C2 layer 2.5y 5/6
silt loam
39.3
35.6
35.3
31.6
86" n 31.35 r 29.3
90" C3 layer 2 5y 5/6 301 DEPTH (inches) ELEV.(feet) 1 =3
A layer 10yr 3/4
sandy loam
B layer 10yr 5/8
sandy loam
mottles
C1 layer 2.5y _T/3 -
sandy
3sandy loam & silt
C2 layer 2.5y 7/2
medium sand
weepiqg_water
C3 layer
silt
36.2 Lay perforated pipe level between humps of C-4 Units, as shown, cap end.
Use 41ter doth, no peastone.
0 fi
Pq
Stone Stone �8.5'
33.5
32.2 16'
29.2
26.7
25.2 SITE PLAN
FOR
AND SIGNATURE. 144 24'2 GREGORY CX SUSAN FOX
HEALTH AGENT APPROVAL
[SATE
1 -
LOT 29 12 VESPER LANE, YARMOUTHPORT, MA
SEPTEMBER 17, 2003 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
39,1
bands of silt &
. 39,4
medium sand
12„
124" ween�ng_water 27.3
32"
no water
144" 25.5
48"
ZONING DISTRICT. R-40'
84`
FRONT YARD 30'
39 8
SIDE YARD 20'
REAR YARD 20'
114"
BUILDING COVERAGE 25%
132"
THIS
PLAN IS A VALID COPY ONLY IF
39.72 IT
BEARS AN ORIGINAL RED STAMP
A layer 10yr 3/4
sandy loam
B layer 10yr 5/8
sandy loam
mottles
C1 layer 2.5y _T/3 -
sandy
3sandy loam & silt
C2 layer 2.5y 7/2
medium sand
weepiqg_water
C3 layer
silt
36.2 Lay perforated pipe level between humps of C-4 Units, as shown, cap end.
Use 41ter doth, no peastone.
0 fi
Pq
Stone Stone �8.5'
33.5
32.2 16'
29.2
26.7
25.2 SITE PLAN
FOR
AND SIGNATURE. 144 24'2 GREGORY CX SUSAN FOX
HEALTH AGENT APPROVAL
[SATE
1 -
LOT 29 12 VESPER LANE, YARMOUTHPORT, MA
SEPTEMBER 17, 2003 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2003 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1