HomeMy WebLinkAbout83-1563 - Site Plan 3FIRST FLOOR EL. 11.4' SYSTEM PREFILE
TOP FNDN EL, 10.50'NOT TO SCALE)
���------ ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
I4 "{II MINIMUM .75 OF COVER OVER PRECAST /_ WITHIN 6" OF FIN. GRADE
PROPOSED _1_5M
1 GALLON SEPTIC
H.2O TANK (H- 10 )
( 2 7 SLOPE)
DEPTH OF FLOW 4
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH 14
FOUNDATION— 15'
RUN PIPE LEVEL
FOR FIRST 2'
7.95'
o�
GAS IL 7 89'/��� 7.72'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
( 1 7 SLOPE) ( 1 % SLOPE)
SEPTIC TANK 6'
k
F019.00
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
\\\ 3' MAX.
3/4" TO 1 1/2" DOUBLE WASHED STONE
0
7.1'
LEACHING
FACILITY
USE GROUNDWATER EL. 2.1'
NOTE: MONITORING WELL WAS SET AND READINGS TAKEN OVER A FULL MOON TIDE
UP TO 2 HOURS AFTER HIGH, HIGHEST READING WAS 2.1', LOWEST AT 1.7'
LOT 3
7 i
PROP. ROCK RET. ,5s
WALL, 3' HIGH ' PROP, WOOD RETAINING WALL AT ELEVATION
8.1'. PROVIDE 40 MIL LINER AT EDGE OF
RETAINING WALL, TOP ELEVATION AT 8.1',
100' +s?5 BOTTOM AT EL. 4.1'
+649 Nom.
"'
70 10 1 d
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS P#
C ELEV. C7
0" 6.3' 0"
0
a:
7"
A /E
RUN PIPE LEVEL
FOR FIRST 2'
7.95'
o�
GAS IL 7 89'/��� 7.72'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
( 1 7 SLOPE) ( 1 % SLOPE)
SEPTIC TANK 6'
k
F019.00
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
\\\ 3' MAX.
3/4" TO 1 1/2" DOUBLE WASHED STONE
0
7.1'
LEACHING
FACILITY
USE GROUNDWATER EL. 2.1'
NOTE: MONITORING WELL WAS SET AND READINGS TAKEN OVER A FULL MOON TIDE
UP TO 2 HOURS AFTER HIGH, HIGHEST READING WAS 2.1', LOWEST AT 1.7'
LOT 3
7 i
PROP. ROCK RET. ,5s
WALL, 3' HIGH ' PROP, WOOD RETAINING WALL AT ELEVATION
8.1'. PROVIDE 40 MIL LINER AT EDGE OF
RETAINING WALL, TOP ELEVATION AT 8.1',
100' +s?5 BOTTOM AT EL. 4.1'
+649 Nom.
"'
70 10 1 d
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS P#
C ELEV. C7
0" 6.3' 0"
4425
0
6"
7"
A /E
A/E
24
LS
7.5YR 3/1
Bw
16"
N 0
tz
10YR 4/6
Bw
�\ i i
LS
34"
10YR 4/6
3.67'
\ -++'-
C
PROP. 3 OR I
0 DWELLING i
FS
—
DESIGN FLOW: 3 BEDROOMS (110 Gpp) = 330 GPD
55"
obs. water
1,7'
10YR 6/6
i
108"
' _
-25
4425
0
6"
�+
A /E
LS
24
15"
Bw
N 0
tz
10YR 4/6
�?
�\ i i
! 1 9.0
FS
SFPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
I
\ -++'-
10YR 6/6
PROP. 3 OR I
0 DWELLING i
1
—
DESIGN FLOW: 3 BEDROOMS (110 Gpp) = 330 GPD
y f4z
i
_
' _
o
! j4
FIRST FL 11.4'
t]
USE A 330 `>F'D DCS!^N FI -01Y
,�r
c?RS
AAA
o
3 4
1;`
GAR +63
SAR R. ftl
I
1
1�.3
SEPTIC TANK: 330 GPD (� ) = 660
-
« U'
LOT 4
F 3!412 42+/- 0. ,T.
j ( PLANO)
LOT 5
1 USE A 1500 GALLON SEPTIC TANK
� o T� - 1 ---
- 1 LEACHING:
" ---'�-T.en SIDES: N/A
' w ~ - - - 1 37.5 x 12 (.74) = 333
i
.f PROP. GRAVEL DRIVE 1 BOTTOM:
7! �� TOTAL: 450 S.F. 333 GPD
e USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH
WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT
UTILIZED ENDS
BENCHMARK - HYDRANT ON TAG
BOLT #186 EL. = 9.94 (NGVD)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
--
100— EXISTING CONTOUR
+ 94
tiYo
DOARD OF HEALTH
'APPROVED DATE
off SOB -362-4541
fax 506 362-9680
down cape engineering, ir1c.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarrlouth, Ma 02675
..
BASS MWR VAFWWAY
I
I
R VER ST.
CRESCENT Cf.
4ocus
I
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3 MINIMUM PIPE PITCH TO BE 1/8" PER TOOT. 1
4 DESI_:1 LOADING FOP. ALL PRECAST UNITS TO BE AASHO H 1
5. PIPF JOINTS TO BE MADE WATERTIGHT.
6. CON TRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENV; �ONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF LOT 4 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DANIEL FRANCHI
3) 0 30 60 90
MA SCALE: 1" = 30' DATE: JUNE 6, 2001
dia+'�LI" O1 Mor H Of "
AnNIS A+�
N. �t r^
�1"1 0141 A H
�'" Na
� 6Lot
Ah NE JALA, S. DATE
I
0
6"
A /E
LS
10YR 3/1
15"
Bw
LMS
10YR 4/6
35"
C
FS
60"
o s• W>ai
10YR 6/6
106"
..
BASS MWR VAFWWAY
I
I
R VER ST.
CRESCENT Cf.
4ocus
I
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3 MINIMUM PIPE PITCH TO BE 1/8" PER TOOT. 1
4 DESI_:1 LOADING FOP. ALL PRECAST UNITS TO BE AASHO H 1
5. PIPF JOINTS TO BE MADE WATERTIGHT.
6. CON TRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENV; �ONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF LOT 4 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DANIEL FRANCHI
3) 0 30 60 90
MA SCALE: 1" = 30' DATE: JUNE 6, 2001
dia+'�LI" O1 Mor H Of "
AnNIS A+�
N. �t r^
�1"1 0141 A H
�'" Na
� 6Lot
Ah NE JALA, S. DATE
I