HomeMy WebLinkAbout83-1452 - Site Plan00222' s -
W TEST HOLE 1
_ 2�
tv S-
r �(9+ DEPTH (inches)
1---22--.--1 0
48'
LO DECK DETAIL 6"
0 1"=15 ,s.3 12"
a- 14,8
33"
N
159
a� 50"
BENCH MARK --TOP WOOD
STAKE = 30.00 ASSIGNED
16.2
141f) 7
EDGE WETLAND /
\ Aa5 X1.6 4
ca0 1
. 19.5
72"
80"
17.3
2 CAR ITI11
GARAGE
1
slob
b
�A
ELEVATIONS SHOWN ARE ASSIGNED.
21Q
11
1: 4
t9 O
OP SED ,
3ED
ING
p Fn =250 ,N
22.5
.7
v \
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
103'
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Bruce Murphy, RS, CHO
12"
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
PERC RATE:
vaZ
2A
N
I
i
N-
fz,
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
o
6.'f319. �
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
'S
BUILDUP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
uO
EPROP.OUND.
m
8
11
LOCATION P
13.4
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
Invert 21.10 5 FLOWDIFFUSORS
75
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
50'
Proposed H-20
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
,8.9
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 4
1 35:n
\ Aa5 X1.6 4
ca0 1
. 19.5
72"
80"
17.3
2 CAR ITI11
GARAGE
1
slob
1.5
2.
ELEVATIONS SHOWN ARE ASSIGNED.
21Q
11
1: 4
LOCUS IS IN FLOOD ZONES C & 6 ON FIRM DATED JUNE 17, 1986.
OP SED ,
3ED
ING
p Fn =250 ,N
22.5
.7
v \
0 layer
A layer 10yr 3/2
sandy loam
B layer 2.5y 5/6
sandy loam
C1 layer 2.5y 6/4
sandy loom
C2 layer 2.5y 5/3
SV loam
observed water
TEST HOLE 2
ELEV.(feet) DEPTH (inches)
19.5 0
6"
12"
38"
v
a
73"
0 layer
A ]oyer 10yr 3/3
sandy loam
B foyer 10yr 5/8
sondy loam
C layer 2.5y 6/4
loamy med. sand
13.5
See other test
144" holes for water 8 7 84"
TEST HOLE 3 NOTES o`
ELEV.(feet) DEPTH (inches)
20.7 0
5"
12"
17.5 38"
64"
72"
O layer
A loyer 10yr 3/3
sandy loom
B layer 10yr 5/6
sandy loom
Cl layer 10yr 6/4
loamy med. sand
C2 layer 2.5y 6/3
silt loam
observed water
12.8
EXISS HOUSE N/F
CHANES
DECK I
17.5 2D.9 E
xi74----+ lect. Box I r 18.3
t7
VExist. RR Tie Barrier \ i
87'18'71" E 1s.sLLJ I
17., 235'# UE_ �8.3
18 15' EAS MENT TO MAINAli N BARRIER
TI5
8.7 I
140' I
LOT 1�18A • 16.3 �9 __j
Q
t ' ' 5,400f S. 1600
18 �.z
89' _'t o i
d' to 19
.6 I p' VJ
v> L1
8.1 15',
O 16.6 15.2 19.� 19.2
l
CL
133' ° 5.1
•1 m OzI
it c 0.4
o ` I
• 78. 75.7 5.2 I I
�.. O J • 21.4 212'± • 21.0 } $20.0
r Z 6 N 87'18'11"
1sW t5-17;_9\
48 0.0
Q /"� \ %2020.0
0.1 i
do v' • 1 .5 • 21.8 I
21 .7 20.1
• • /� 119.8
18-1
f
tS 0 • 17,\ 2 .38001 S.F. PUDDLE FOUND • ,s.z �
ON 5/13/98 --NOT LARGE
LA O ENOUGH TO BE A REGULATED .21.3
y
16.2�1pWETLAND--PROPOSED TO HA D
° FILL THIS LOW AREA TO REDUCE
MOSQUITO PROBLEMS. BENCH MARK --TOP PK NAIL
IN PAVEMENT = 20.00 ASSIGNED
N/F
°
15..2 DALY
•
LOCUS APPEARS TO BE IN AN R-40
ZONING DISTRICT, AND SUBJECT TO
CONSTRUCTION YARDS OF:
FRONT YARD 30'
LEGEND SIDE YARD 20'
REAR YARD 20'
TH 1 TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST
-fl W- PROP. WATER LINE MARKINGS BE MADE BY TOWN ZONING OFFICAL.
-G- GAS LINE MARKINGS (IF SHOWN)
-UE- UNDERGROUND ELECTRIC WIRES (IF SHOWN)
9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
'+ TREE (IF SHOWN, NOT ALL SHOWN)
❑ EXISTING DRAINAGE CATCHBASIN
1.
LOCUS IS A.M. 91, PARCEL C118A.
m NO]
SC/
ELEV.(feet)
2.
ELEVATIONS SHOWN ARE ASSIGNED.
21Q
5
3.
LOCUS IS IN FLOOD ZONES C & 6 ON FIRM DATED JUNE 17, 1986.
18 7
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
O C�
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Bruce Murphy, RS, CHO
12"
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
PERC RATE:
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
N
S.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
N-
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
15.5
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
BUILDUP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
uO
EPROP.OUND.
Invert 21.35
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
11
LOCATION P
13.4
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
Invert 21.10 5 FLOWDIFFUSORS
75
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Proposed H-20
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
"-j
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 4
12.7
r-
Top --PEA -VENT
it c 0.4
o ` I
• 78. 75.7 5.2 I I
�.. O J • 21.4 212'± • 21.0 } $20.0
r Z 6 N 87'18'11"
1sW t5-17;_9\
48 0.0
Q /"� \ %2020.0
0.1 i
do v' • 1 .5 • 21.8 I
21 .7 20.1
• • /� 119.8
18-1
f
tS 0 • 17,\ 2 .38001 S.F. PUDDLE FOUND • ,s.z �
ON 5/13/98 --NOT LARGE
LA O ENOUGH TO BE A REGULATED .21.3
y
16.2�1pWETLAND--PROPOSED TO HA D
° FILL THIS LOW AREA TO REDUCE
MOSQUITO PROBLEMS. BENCH MARK --TOP PK NAIL
IN PAVEMENT = 20.00 ASSIGNED
N/F
°
15..2 DALY
•
LOCUS APPEARS TO BE IN AN R-40
ZONING DISTRICT, AND SUBJECT TO
CONSTRUCTION YARDS OF:
FRONT YARD 30'
LEGEND SIDE YARD 20'
REAR YARD 20'
TH 1 TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST
-fl W- PROP. WATER LINE MARKINGS BE MADE BY TOWN ZONING OFFICAL.
-G- GAS LINE MARKINGS (IF SHOWN)
-UE- UNDERGROUND ELECTRIC WIRES (IF SHOWN)
9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
'+ TREE (IF SHOWN, NOT ALL SHOWN)
❑ EXISTING DRAINAGE CATCHBASIN
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
it l
1.
LOCUS IS A.M. 91, PARCEL C118A.
m NO]
SC/
ELEV.(feet)
2.
ELEVATIONS SHOWN ARE ASSIGNED.
21Q
5
3.
LOCUS IS IN FLOOD ZONES C & 6 ON FIRM DATED JUNE 17, 1986.
18 7
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
O C�
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
Bruce Murphy, RS, CHO
12"
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
PERC RATE:
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
N
S.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
N-
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
15.5
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
o
BUILDUP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
uO
EPROP.OUND.
Invert 21.35
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
11
LOCATION P
13.4
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
Invert 21.10 5 FLOWDIFFUSORS
75
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Proposed H-20
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
"-j
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 4
12.7
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
it l
Of
R;;;
Invert 21.60Proposed 7 Invert 20.96
Use 6" Stone under Proposed Proposed
F- I I 7
DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL.
BOTTOM LEACHING AREA: 504 SF
[(42' X 12')]
SIDE LEACHING AREA: 103.6 SF
[2(12'+ 42') X 0.96' DEEP)]
DESIGN CAPACITY: 449 GPD
[(504 SF + 103.6 SF) X .74 GPD/SF]
NOTE: LEACH AREA IS SIZED FOR 4
BEDROOMS SO IT MAY EVENTUALLY
BE UPGRADED BY THE ADDITION OF
SYSTEM COMPONENTS BEARING A
NITROGEN LOADING CREDIT.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
- - -7V-- 132"
20.0
Bottom15'
0 layer
A layer 10yr 3/3
sandy loom
8 layer 10yr 5/8
sandy loam
C layer 2.5y 6/4
loamy med. sand
observed water
ELEV.(feet)
19.5
16.3
13.25
8.5
' TEST HOLE 5
0.1' USGS Adjustment
Barn 247-May.98 DEPTH (inches) ELEV.(feet)
I Zone C O
Observed Water =14.9 (Long Pond)
10"
24"
LEACH AREA
USE 5 H-20 FLOWDIFFUSORS WITH 48
1' OF STONE ON THE ENDS AND 4'
ON THE SIDES FOR A 42' X 12' 64"
X 11 1/2" DEEP LEACH AREA. 84"
A 5' REMOVAL IS CALLED FOR
DOWN 7'± TO COARSE SAND,
OR LOAMY MEDIUM SAND.
132"
SITE PLAN
FOR
A layer 2.5y 4/2
sandy loam
B layer 2.5y 5/6
sandy loam
C1 layer 2.5y 5/6
sandy loom
C2 layer 2.5y 6/4
silt loam
observed water
C3 layer 10yr 5/4
coarse sand
18.0
12.7
11.0
7.0
MICHAEL & MARY ALYCE BERNSTEIN
LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTHPORT, MA
JUNE 4, 1998 SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1
14. ALL CONSTRUCTION TO MEET
TITLE 5 AND LOCAL REGULATIONS.
0
TEST HOLE DATE:
3/5/98 & 5/28/98 (TH 5)
5
PERFORMED BY:
Ron Cadillac, Soil Evaluator
�.�
25.0
WITNESSED BY:
Bruce Murphy, RS, CHO
12"
PERC RATE:
<2'-DO"/inch (TH's 2,4,5)
SOIL SURVEY(1993):
Born-Plym-Nont. Complex
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
38"
uO
EPROP.OUND.
Invert 21.35
{,,j,_
ofj
Use Gas Baffle
Invert 21.10 5 FLOWDIFFUSORS
75
Proposed H-20
"-j
21.4 SCREENED
r-
Top --PEA -VENT
Of
R;;;
Invert 21.60Proposed 7 Invert 20.96
Use 6" Stone under Proposed Proposed
F- I I 7
DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL.
BOTTOM LEACHING AREA: 504 SF
[(42' X 12')]
SIDE LEACHING AREA: 103.6 SF
[2(12'+ 42') X 0.96' DEEP)]
DESIGN CAPACITY: 449 GPD
[(504 SF + 103.6 SF) X .74 GPD/SF]
NOTE: LEACH AREA IS SIZED FOR 4
BEDROOMS SO IT MAY EVENTUALLY
BE UPGRADED BY THE ADDITION OF
SYSTEM COMPONENTS BEARING A
NITROGEN LOADING CREDIT.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
- - -7V-- 132"
20.0
Bottom15'
0 layer
A layer 10yr 3/3
sandy loom
8 layer 10yr 5/8
sandy loam
C layer 2.5y 6/4
loamy med. sand
observed water
ELEV.(feet)
19.5
16.3
13.25
8.5
' TEST HOLE 5
0.1' USGS Adjustment
Barn 247-May.98 DEPTH (inches) ELEV.(feet)
I Zone C O
Observed Water =14.9 (Long Pond)
10"
24"
LEACH AREA
USE 5 H-20 FLOWDIFFUSORS WITH 48
1' OF STONE ON THE ENDS AND 4'
ON THE SIDES FOR A 42' X 12' 64"
X 11 1/2" DEEP LEACH AREA. 84"
A 5' REMOVAL IS CALLED FOR
DOWN 7'± TO COARSE SAND,
OR LOAMY MEDIUM SAND.
132"
SITE PLAN
FOR
A layer 2.5y 4/2
sandy loam
B layer 2.5y 5/6
sandy loam
C1 layer 2.5y 5/6
sandy loom
C2 layer 2.5y 6/4
silt loam
observed water
C3 layer 10yr 5/4
coarse sand
18.0
12.7
11.0
7.0
MICHAEL & MARY ALYCE BERNSTEIN
LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTHPORT, MA
JUNE 4, 1998 SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
- - -7V-- 132"
20.0
Bottom15'
0 layer
A layer 10yr 3/3
sandy loom
8 layer 10yr 5/8
sandy loam
C layer 2.5y 6/4
loamy med. sand
observed water
ELEV.(feet)
19.5
16.3
13.25
8.5
' TEST HOLE 5
0.1' USGS Adjustment
Barn 247-May.98 DEPTH (inches) ELEV.(feet)
I Zone C O
Observed Water =14.9 (Long Pond)
10"
24"
LEACH AREA
USE 5 H-20 FLOWDIFFUSORS WITH 48
1' OF STONE ON THE ENDS AND 4'
ON THE SIDES FOR A 42' X 12' 64"
X 11 1/2" DEEP LEACH AREA. 84"
A 5' REMOVAL IS CALLED FOR
DOWN 7'± TO COARSE SAND,
OR LOAMY MEDIUM SAND.
132"
SITE PLAN
FOR
A layer 2.5y 4/2
sandy loam
B layer 2.5y 5/6
sandy loam
C1 layer 2.5y 5/6
sandy loom
C2 layer 2.5y 6/4
silt loam
observed water
C3 layer 10yr 5/4
coarse sand
18.0
12.7
11.0
7.0
MICHAEL & MARY ALYCE BERNSTEIN
LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTHPORT, MA
JUNE 4, 1998 SCALE: 1 "=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1