HomeMy WebLinkAbout83-1274 - Site Plan 2N 4 y Rp� o `t�°
gt
LOCATION MAP
h� ASSESSORS MAP: 71
�% 11 PARCEL: W-1
CURRENT ZONING: R-40
BUILDING SETBACKS.
F: 30' S: 6' R: 20'
FLOOD ZONE:
C, B & A6 (EL 7)pO
4p. \
UTILITY POLE
\ • BENCHA(ARa AT WATER GATE
I 1 aLavr sss (Ncvn)
LOT AREA
62, 798 ± S. F.
(1. 44 ± AC.) I BUILDINGsAr
/
/
31z aarsrrNc
GUEST HOUSE
30
8
/ cP / Z
4 S 1a
S
EXISTING it O, S
2 BEDROOM /
DWELLING
i
L/P
Daces
�r r
r '
1 r r 6
a I ,
16
aoQ5 �y1— / /ly Y %'
y ,
00-00 'or
Ar C0jo � � � ' � � SALT MARSH
KEY:
EXISTING CONTOUR. — — —
PROPOSED CONTOUR: o a—
EXISTING SPOT ELEVATION: 18.6
PROPOSED SPOT ELEVATION: 18.6
TEST HOLE: -,�-
UTILITY POLE: -e-
FENCE
FENCE LINE: —x�x
HYDRANT: -6
DM # 93_t52
8E ACK '
11
COX AL / E
R
— —
30
a
EXISTING DOCK
EXISTING BOATHOUSE
TO BE REMOVED AND
REPLACED.
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: DAVE MASON, R.S.
DATE: 12-15-93
PERCOLATION RATE: < 2 MIN/INCH
TH-1 TH-2
21.0
TOP d
srmsOtL
z4' res. o
imuv
- nIa
SAM
0
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM. NCVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING SPECIFICATIONS.
5. PIPE PITCH = 114- PER FOOT MIN.
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE LAID LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH SAND
OR REMOVED.
11. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER SERVICE TO
BOATHOUSE. PROPOSED SEWER LINE FROM BOATHOUSE TO BE 10' MIN
FROM EXISTING WATER SERVICE.
FLOW ESTIMATE:
-2- BEDROOMS AT 110 GAL/DAY/BEDROOM =_&W GAL/DAY
SEPTIC TANK.
330 GAL/DAY * 1.5 DAYS = 495 CAL
USE _ 1000 _ GALLON SEPTIC TANK
LEACHING AREA:
_USE ONE _ LEACH PI T (6' * 4' ) WI TH 3' OF STONE
(12'EFFECTIVE DIAMETER *4'DEEP)
SIDE AREA: 12* PI * 4 = 151 SF (2.5) _ 77 GAL/DAY
BOTTOM AREA: 6* 6 * PI = 113 SF (1.0) =1133 GAL/DAY
TOTAL CAPACITY = 490 GAL/DAY
SEPTIC SYSTEM SECTION
FIRST FLOOR ELEV.
(DWELLING)
32.9
ELEV.
(EXISTING)
COVERS TO
WITHIN 12" OF
GRADE (2)
22.75
1500 GAL ELEV.
ELEV. SEPTIC TANK
11.2'
FIRST FLOOR ELEV. TEE SIZES:
(BOATHOUSE) INLET: 6" UP, 10" DOWN
OUTLET: 6" UP, 19" DOWN
9.1
ELEV. (USE MYERS SRM4PC-1 EJECTOR PUMP
INSIDE BOATHOUSE WITH SJ101HL ALARM
PACKAGE, POWERED. BY A CIRCUIT SEPARATE
FROM THE PUMP POWER. USE 2" PVC PIPE TO
SEPTIC TANK.)
s
t. t
�'CN
� i N
DEdfAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
THOMAS McLELLAN, P.E. JOHN Z. DEMAREST, P.L.S
18.0
ELEV
6.0 (TOP OF COASTAL
BANK)
ELEV
2.0 147
ELEV 29' 28'
—COASTAL BANK SECTION
(SCALE: 1"= 30')
D—BOX 22.48
22.65 ELEV.
ELEV.
2" PEASTONE
OF 3/4" — 1 1/2" I
WASHED STONE
fft
I'! 13.0
.3' e ELEV.
12' >
ONE LEACH PIT (6'* 4') WITH
3' OF STONE (12' EFF. DIAM.* 4' DEEP)
(H-20)
SITE AND SEWAGE PLAN
LOCATION.•
30 HIGH GROVE ROAD
YARMOUTH, MA
PREPARED FOR -
ARTHUR ANTON
SCALE: r = 30' DATE: 12-31-93
REFERENCE: PLAN BOOK 154 / PAGE 29
/
/
31z aarsrrNc
GUEST HOUSE
30
8
/ cP / Z
4 S 1a
S
EXISTING it O, S
2 BEDROOM /
DWELLING
i
L/P
Daces
�r r
r '
1 r r 6
a I ,
16
aoQ5 �y1— / /ly Y %'
y ,
00-00 'or
Ar C0jo � � � ' � � SALT MARSH
KEY:
EXISTING CONTOUR. — — —
PROPOSED CONTOUR: o a—
EXISTING SPOT ELEVATION: 18.6
PROPOSED SPOT ELEVATION: 18.6
TEST HOLE: -,�-
UTILITY POLE: -e-
FENCE
FENCE LINE: —x�x
HYDRANT: -6
DM # 93_t52
8E ACK '
11
COX AL / E
R
— —
30
a
EXISTING DOCK
EXISTING BOATHOUSE
TO BE REMOVED AND
REPLACED.
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: DAVE MASON, R.S.
DATE: 12-15-93
PERCOLATION RATE: < 2 MIN/INCH
TH-1 TH-2
21.0
TOP d
srmsOtL
z4' res. o
imuv
- nIa
SAM
0
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM. NCVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING SPECIFICATIONS.
5. PIPE PITCH = 114- PER FOOT MIN.
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE LAID LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH SAND
OR REMOVED.
11. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER SERVICE TO
BOATHOUSE. PROPOSED SEWER LINE FROM BOATHOUSE TO BE 10' MIN
FROM EXISTING WATER SERVICE.
FLOW ESTIMATE:
-2- BEDROOMS AT 110 GAL/DAY/BEDROOM =_&W GAL/DAY
SEPTIC TANK.
330 GAL/DAY * 1.5 DAYS = 495 CAL
USE _ 1000 _ GALLON SEPTIC TANK
LEACHING AREA:
_USE ONE _ LEACH PI T (6' * 4' ) WI TH 3' OF STONE
(12'EFFECTIVE DIAMETER *4'DEEP)
SIDE AREA: 12* PI * 4 = 151 SF (2.5) _ 77 GAL/DAY
BOTTOM AREA: 6* 6 * PI = 113 SF (1.0) =1133 GAL/DAY
TOTAL CAPACITY = 490 GAL/DAY
SEPTIC SYSTEM SECTION
FIRST FLOOR ELEV.
(DWELLING)
32.9
ELEV.
(EXISTING)
COVERS TO
WITHIN 12" OF
GRADE (2)
22.75
1500 GAL ELEV.
ELEV. SEPTIC TANK
11.2'
FIRST FLOOR ELEV. TEE SIZES:
(BOATHOUSE) INLET: 6" UP, 10" DOWN
OUTLET: 6" UP, 19" DOWN
9.1
ELEV. (USE MYERS SRM4PC-1 EJECTOR PUMP
INSIDE BOATHOUSE WITH SJ101HL ALARM
PACKAGE, POWERED. BY A CIRCUIT SEPARATE
FROM THE PUMP POWER. USE 2" PVC PIPE TO
SEPTIC TANK.)
s
t. t
�'CN
� i N
DEdfAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
THOMAS McLELLAN, P.E. JOHN Z. DEMAREST, P.L.S
18.0
ELEV
6.0 (TOP OF COASTAL
BANK)
ELEV
2.0 147
ELEV 29' 28'
—COASTAL BANK SECTION
(SCALE: 1"= 30')
D—BOX 22.48
22.65 ELEV.
ELEV.
2" PEASTONE
OF 3/4" — 1 1/2" I
WASHED STONE
fft
I'! 13.0
.3' e ELEV.
12' >
ONE LEACH PIT (6'* 4') WITH
3' OF STONE (12' EFF. DIAM.* 4' DEEP)
(H-20)
SITE AND SEWAGE PLAN
LOCATION.•
30 HIGH GROVE ROAD
YARMOUTH, MA
PREPARED FOR -
ARTHUR ANTON
SCALE: r = 30' DATE: 12-31-93
REFERENCE: PLAN BOOK 154 / PAGE 29