HomeMy WebLinkAbout150.12.1 - Site and Sewage Plan (2)10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT'OF-WORK.
11. D'BOX TO BE WATER TESTED FOR LEVELNESS
LEGEND SITE AND SEWAGE PLAN___
100.0 PROPOSED SPOT ELEVATION OF
LOT 52 MARSHSIDE DRIVE
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF '
100 PROPOSED CONTOUR YARMOUTH
— 100— EXISTING CONTOUR PREPARED FOR:
M/M L. WORLANDO
30 0 30 60 90
BOARD OF HEALTH
MA SCALE-, 1"_. 30' DATE: JUNE 4; 1998
APPROVED DATE
REV. 3/22/99 (FIN.PLAN)
off 508-362-4547.` -
fox 509 362-9880 - -
down cape engineering, Inc.
ARNE H c o�ARNE�a
CIVILENGINEERS 1 OJAI-
`•'
LAND SURVEYORS : .
6
939
main
LEACHING
-1C
B
FACILITY
4.07'
19.2't LS
ASSESSORS MAP 128 PARCEL B52
10YR 4/6
LS ZONING DISTRICT: R-40
18"
TOYR 4/6 YARD SETBACKS;
24"
41.01 FRONT = 30'
C
C1 SIDE = L0
25.1'
REAR = 20'
MED/COS
MED/COS
PLAN REF: - LCP 31551
GROUNDWATER
EXPECTED AT EL.
<10.0't
7.5YR 5/8 FLOOD ZONE: C
7.5YR 5/8
84„
36.0'
C2
BENCHMARK
FS
CATCH BASIN
-
-
ELEV 48.70'
-
NGVD RM2
120"
25.1' 132"
32.0'
NO WATER
ENCOUNTERED
NOTES:
MARSHSIDE
NGVD (RM 2)
SEPTIC
DESIGN. (GARBAGE
DISPOSER IS NOT ALLOWED
) 1.
DATUM IS
DRIVE
r
GESII
4
FLOW: __ BEDROOM
c 110 _ 440
(_GPD) — GPD
2.
AVAILABLE
MUNICIPAL WATEP. IS _
USE A
440 GPD DESIGN
FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PEP. FOOT.
SEPTIC
TANK:_ 440 GPD (
2 ) = 880
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
EDGE PAVE
11 BERM
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
_1_5_00 _ GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
HIGH POINT
2(39 + 10.83)
2 (.74) = 147.5
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
USED FOR LOT LINE STAKING.
39 x 10.83
(,74) = 312.5
BOTTOM:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
atv
TOTAL:
1
4�0 S. F.
400
�'' GPD A�
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (4)
500 GAL. LEACHING
CHAMBERS (ACME OR
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
—
FROM BOARD OF HEALTH.
EQUAL) WITH 3' STONE AT
SIDES AND 2.5' AT ENDS
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT'OF-WORK.
11. D'BOX TO BE WATER TESTED FOR LEVELNESS
LEGEND SITE AND SEWAGE PLAN___
100.0 PROPOSED SPOT ELEVATION OF
LOT 52 MARSHSIDE DRIVE
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF '
100 PROPOSED CONTOUR YARMOUTH
— 100— EXISTING CONTOUR PREPARED FOR:
M/M L. WORLANDO
30 0 30 60 90
BOARD OF HEALTH
MA SCALE-, 1"_. 30' DATE: JUNE 4; 1998
APPROVED DATE
REV. 3/22/99 (FIN.PLAN)
off 508-362-4547.` -
fox 509 362-9880 - -
down cape engineering, Inc.
ARNE H c o�ARNE�a
CIVILENGINEERS 1 OJAI-
crJt
`•'
LAND SURVEYORS : .
Orvu
tic 30:
939
main
st. yarmouth, ma 02675
-1C
crJt