HomeMy WebLinkAboutBP-98-624 (29 Charles Street)T.O.F. AT EL. 32.0' SEPTIC PROFILE
ACCESS COVER 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'
PROPOSED 1500
GALLON SEPTIC
28.80 TANK (H- 10 )
( 2 % SLOPE)
4'
DEPTH OF FLOW =
TEE SIZES:
INLET DEPTH = 10
OUTLET DEPTH = 14"
FOUNDATION- 10'
--=ACRUN PIPE LEVEL
FOR FIRST 2'
!jj28.55AS 7.46'
FFLE 27.63' ��
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
( 2 % SLOPE)
- SEPTIC TANK 46' D' BOX
230.36
/ LOT 1 41
j • - X0.78', s. i'.
L(0.94 ac.)
/ TH 2
/
151'
/ 1 /
/ TH1 /
/
r /
/
M(/ /
1�
98-241
1 J
20-3 120"
co
21.8'
/
NO WATER ENCOUNTERED
/
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
E'EDRO'CLIC O) ._ ^,PC _ -
/
-- - AVAILABI_F
USE A 440 GPD DESIGN FLOW
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
/ TH 2
/
151'
/ 1 /
/ TH1 /
/
r /
/
M(/ /
1�
98-241
230.36
25'
EDGE OF CLEARING
LOT 2
41
PROP.
DWELL.
T.F. =
32.0'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
15'
LEACHING
FACILITY
30.5'
3' MAX.
27.8'
25.0
4.7'
Me
20.3'
GROUNDWATEP ESTIMATED AT EL. 6.0'
BEN,:HMARK
HYDRANT
TAG 3OLT #1042
EL = 31.25
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: JUNE 25, 1998
PERC. RATE _ < 2 MIN. PER INCH
CLASS I SOILS P# N/A
Q ELEV.
1
0" 31_2' 0"
9" LS
B
LS
10YR 5/6
32" 28.5
C
MFS
2.5Y 6/4
a
4
0 & A
LS
LS
8" 1OYR4/1
ELEV.
31_8'
B
LS
30" 10YR 5/8 29.3
Cl
M /C
48" 10YR 5/6
C2
M/C
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"
1 J
20-3 120"
i
21.8'
/
NO WATER ENCOUNTERED
/
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
E'EDRO'CLIC O) ._ ^,PC _ -
/
-- - AVAILABI_F
USE A 440 GPD DESIGN FLOW
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.
230.36
25'
EDGE OF CLEARING
LOT 2
41
PROP.
DWELL.
T.F. =
32.0'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
15'
LEACHING
FACILITY
30.5'
3' MAX.
27.8'
25.0
4.7'
Me
20.3'
GROUNDWATEP ESTIMATED AT EL. 6.0'
BEN,:HMARK
HYDRANT
TAG 3OLT #1042
EL = 31.25
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: JUNE 25, 1998
PERC. RATE _ < 2 MIN. PER INCH
CLASS I SOILS P# N/A
Q ELEV.
1
0" 31_2' 0"
9" LS
B
LS
10YR 5/6
32" 28.5
C
MFS
2.5Y 6/4
a
4
0 & A
LS
LS
8" 1OYR4/1
ELEV.
31_8'
B
LS
30" 10YR 5/8 29.3
Cl
M /C
48" 10YR 5/6
C2
M/C
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"
1 J
20-3 120"
J
21.8'
NOTES:
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
E'EDRO'CLIC O) ._ ^,PC _ -
L.
-- - AVAILABI_F
USE A 440 GPD DESIGN FLOW
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
33-5 x 12.83 {.74) = 318
USED FOR LOT LINE STAKING.
BOTTOM:
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 4S5 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD 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
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- - 100 - - EXISTING CONTOUR
BOARD OF HEALTH
APPROVED � D MA
off 508-362-45AI
fa. 508 362-9660
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
9$9 main st. yarmouth, ma 02675
S/ TE AND SEWAGE PLAN
si'.. CHARLES STREET zl
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: MICHAEL MCCARTHY
30 0 30 60 90
SCALE: 1" = 30' DATE: JULY 30, 1998
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SCALE :/d'c APPROVED BY: DRAWN BY -
DATE: RE
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PHOTO -ELECTRIC TYPE SMOKE
DETECTORSARE REQUIRED BY
MASS. STATE BLDG. CODE INSIDE
AND OUTSIDE OF ALL BEDROOMS
WITHIN 20' OF A KITCHEN OR BATH.
ALL DETECTORS MUST HAVE
BATTERY BACK-UP.
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