HomeMy WebLinkAbout29 Charles Street - Site & Sewage PlanT.D.F. AT EL. 32.0' SEPTIC PROFILE
ACCE covr, TO WITHIN 6" OF FIN. .GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
31 XO MINIMUM 75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
29.0'
PROPOSED15 00
GALLON SEPTIC
28.80 TANK (H- 10 )
2 L
SLOPE)
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH = 1O"
OUTLET DEPTH = 14"
FOUNDATION- 10
i
RUN PIPE LEVEL
/FOR FIRST 2'
128
55A27.46AFFLE 27.63' ��
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(? % SLOPE)
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
w w w w Mwslal
w w wwNiljjj
3/4" TO 1 1/2" DOUBLE WASHED STONE �-
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
:51.0' WITNESS: AMY VON HONE, RS
DATE: JUNE 25, 1998
3' MAX. PERC. RATE _ < 2 MIN. PER INCH
28.0' CLASS 1 SOILS P# N/A
2'
SEPTIC 'TANK 25' D' BOX 15' LEACHING
FACILITY 4.9'
19,+y
20.3'
GROUNDWATER ESTIMATED AT EL. 6.0'
BENCHMARK
HYDRANT
TAG BOLT #1042
EL = 31.25
`►+!,,.230.36 ti
' LOT 1 %l
N 40,787 s.f.
/ (0.94 ac.) ,
TH2 31
co
2 aPROP. 4 BR
i ' /
DWELLING 60'
� 29
(0� �l HIGH PT.
fu c°
TOP FNDN = n / I...
/ TH1 32.0' W /11-4
ry CO
1
1�
230.36
LOT 2
98-241
ASSESSORS MAP 53 PARCEL M9
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF, - 426/34
FLOOD ZONE: C
130"
Q
ELEV.
Q
EL
EV.
O"
31.2, 0"
3118'
}- NOTES'
0 & A
0 & A
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
DESIGN FLOW:4- BEDROOMS ( 110 GPD) = 440 GPD
2.
6„
LS
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
g"
LS
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
E
LS
1OYR4/1
8"
6.
CONSTRUCTION
B
8
ENVIRONMENTAL
LS
SIDES: 2(33.5 + 12.83) 2 (.74) = 137
7.
THIS PLAN IS FOR
PROPOSED WORK ONLY AND NOT TO BE
LS
USED FOR LOT
LINE STAKING.
32"
10YR 5/6
28.5 30"
10YR 5/8
29.3
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 445 GPD
9.
Cl
INSPECTION BYIBOARD OF HEALTH AND PERMISSION OBTAINED
USE (3) 500 GAL. ACME OR EQUAL LEACHING
M /C
FROM BOARD OF HEALTH,
CHAMBERS WITH 4' OF STONE ALL AROUND
C
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
48"
10YR 5/6
TO COMMENCEMENT OF WORK.
LEGEND
MFS
100.0 PROPOSED SPOT ELEVATION
OF#,3rl
2.5Y 6/4
CHARLES STREET
C2
IN
M /C
100 PROPOSED CONTOUR
C�
(SOUTH) YARMOUTH
2.5Y 7/3
ASSESSORS MAP 53 PARCEL M9
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF, - 426/34
FLOOD ZONE: C
130"
20_3
120"
J
21:8'
}- NOTES'
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
DESIGN FLOW:4- BEDROOMS ( 110 GPD) = 440 GPD
2.
MUNICIPAL WATER IS AVAILABLE
l = n_4- _ _ DEG;GFLGVJ
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC TANK: 440 GPD ( 2 ) = 880
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500_ GALLON SEPTIC TANK
6.
CONSTRUCTION
DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL
CODE TITLE V.
SIDES: 2(33.5 + 12.83) 2 (.74) = 137
7.
THIS PLAN IS FOR
PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT
LINE STAKING.
33.5 x 12.83 (.74) = 318
BOTTOM:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 445 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BYIBOARD OF HEALTH AND PERMISSION OBTAINED
USE (3) 500 GAL. ACME OR EQUAL LEACHING
FROM BOARD OF HEALTH,
CHAMBERS WITH 4' OF STONE ALL AROUND
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
LEGEND
Sl AND SEWAGE ftAN
100.0 PROPOSED SPOT ELEVATION
OF#,3rl
CHARLES STREET
100x0 EXISTING SPOT ELEVATION
IN
THE TOWN OF:
100 PROPOSED CONTOUR
C�
(SOUTH) YARMOUTH
- - 100- - EXISTING CONTOUR
PREPARED FOR:
M/M BILL THIELMAN
30 0 30 8O -90
BOARD OF HEALTH
R VED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
SCALE: 1" = 30'
DATE: JULY 30, 1998
/27/99
P. E., P.L.S
120
DATE
his/ Z�i� --