HomeMy WebLinkAbout17.123.1 - Site and Sewage Plan (Copy 2)SYS.
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ACCESS COVER TO WITHIN G OF FIN. GRADE SEPTIC PROFILE
L 1 D_4R A/—(Nor To scALE)
ACCESS COVER (WATERTIGHT) To
MINIMUM .75. OF' COVER OVER PRECAST WITHIN Ir OF FIN. GRADE
B Note: 2" drop in septic tan n 7
S 'tem A RUN PIPE LEVEL
FOR FIRST 2'
A 7.48"' PROPOSED 1500
GALLON SEPTIC
7 B 7.96' TANK (H- 10 )
A -7.39'
INVERT
ELEV.
■ PROP.
INVERT
ELEV,
DEPTH OF FLOW = 4'
TEE SIZES:
8 B
7.47' _
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [2])
(-1_% SLOPE)
7.1'
2x SLOPE REQUIRED OVER SYSTEM
f..5.
2" DOUBLE WASHED PEAS ONE
3' MAX.
-� 7.6'
INLET DEPTH = 14" X3/4" TO 1 1/2" DOUBLE WASHED STONE
otmEr DEPTH - 19"
SYSTEM A 11+ SYSTEM A NOTE: NO D'BOX IN SYSTEM A
FOUNDATION— — SEPTIC TANK 15'
SYSTEM B 24' D' BOX LEACHING
LOT 1
JOB# 97-287
SYSTEM B 20'6' FACILITY
O �
a
1- BOARD of REALTH
APP—ROVED DATE
a C)
in
NOTE: BUILDING SEWER EXIT
PIPE MUST BE RAISED BY
Q D PLUMBER TO 27 3/4" BELOW
TOP OF FOUNDATION
120"
`• 97.50 120'
N, (PER DEED) s
PAVED" (�
DRIVE -
l c$
1 \ EXIST. DUPLE,
x`10
DHII,�
1 3 E-60OM/
/ SYSTEM 13 DECK
I .
-s,
#12 DECK S.
3 BEDROOM
SYSTEM A/
0 So
PAVED \
r 55 DRIVE }
1 � �
f
/ L0r 10D
15513 sil
0.36 Acres
97.50
TBM - TOP
OF CONC. BND
EL = 8.90 (NGVD)
t
/ EXIST.
SEPTIC
TANK
(REMOVE)
GARAGE K lil A
(1, ,
J J /
TREE 53'
TREE
SHED (r /
I
1
���vJTE2cY ��� `�,
HALF OF LST
22,013 s.f. +/- \
(TO CURRENT } I
WETLAND LINE) I
i I
\ SYSTEM B
\ I
i
8.5 ;
I X102'
I v
i m
I 0
8 34 00 \ T
NOTE: NO \\ 1 1
} D'BOX IN \ \
SYSTEM A
13.5 USE "T"
EXIST. LEACH PIS (PUMP AND FILL WITH \} }
SAND OR REMOVEy }
I i
I }
TH 1 l } \\
}
\ } l
1
I
LOT 10D & SOUTHERLY HALF OF LOT 11
COMBINED UPLAND = 37,526 S.F.
r
\ } 255' (PER 1
'DEAD) a,
Um
✓o.�l�rl`� �J �2r`O
AL
I
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING '
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
B. 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: 'PCIMP ac'Rll l FILL',V/CLEAN SAND) EXISTING CESSPOOLS.
"MAXIMUM FEASIBLE COMPLIANCE"
SITE AND SEWAGE PLAN
OF
UNITS 10 & 12'r�f�,��'
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR.
DIANE MOUDOURIS
2 0 20 40
60
SCALE:1_=20_DAZE. JANUARY 10, 1998
A71
u. 3 - 9 - 98 !,tea a',s•,,
Off 508-362-4541
imt 508 382-98M
I
down cape engineering, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
17 nrAr•
TEST HOLE LOGS
ENGINEER:__D.A. OJALA, S.E.
ASSESSORS MAP 13 PARCEL 111-10D
WITNESS: RICK JUDD
ZONING DISTRICT- R25 (CURRENT)
PERC. RATE =__,< 2 MIN/1N
YARD SETBACKS:
FRONT
= 30'
CLASS I SOILS DATE- 9/20/97
SIDE = 6'
Q ELEV.
REAR = 20'
8.3
PLAN REF. - 87/77
FLOOD ZONE: Al2 ELEV,
A
BSEPTIC
DESIGN: (GARBAGE DISPOSER is NOT ALLOWED
6.7
DESIGN FLOW:
6 BEDROOMS 110 GPD ,
(— ) = 660 GPD
USE A 660 GPD
DESIGN FLOW
74'L.S.USE
SEPTIC TANK:
660 GPD (2 )
N20
5A 01 0
GALLON SEPTIC TANK
4.16'6
LEACHING:
6.6
SIDES:
BOTTOM1.:34'
x 27'= 6792.6TOTAL:
918
S.F. 679GPO
MA
USE 34' X 27' LEACH FIELD OF 4 ROWS OF 5 STD.
2.6
INFILTRATORS
EACH WITH 3'OFSTONE BETWEEN
r
ROWS AND AT
EDGES AND 1.5 AT ENDS
120"
`• 97.50 120'
N, (PER DEED) s
PAVED" (�
DRIVE -
l c$
1 \ EXIST. DUPLE,
x`10
DHII,�
1 3 E-60OM/
/ SYSTEM 13 DECK
I .
-s,
#12 DECK S.
3 BEDROOM
SYSTEM A/
0 So
PAVED \
r 55 DRIVE }
1 � �
f
/ L0r 10D
15513 sil
0.36 Acres
97.50
TBM - TOP
OF CONC. BND
EL = 8.90 (NGVD)
t
/ EXIST.
SEPTIC
TANK
(REMOVE)
GARAGE K lil A
(1, ,
J J /
TREE 53'
TREE
SHED (r /
I
1
���vJTE2cY ��� `�,
HALF OF LST
22,013 s.f. +/- \
(TO CURRENT } I
WETLAND LINE) I
i I
\ SYSTEM B
\ I
i
8.5 ;
I X102'
I v
i m
I 0
8 34 00 \ T
NOTE: NO \\ 1 1
} D'BOX IN \ \
SYSTEM A
13.5 USE "T"
EXIST. LEACH PIS (PUMP AND FILL WITH \} }
SAND OR REMOVEy }
I i
I }
TH 1 l } \\
}
\ } l
1
I
LOT 10D & SOUTHERLY HALF OF LOT 11
COMBINED UPLAND = 37,526 S.F.
r
\ } 255' (PER 1
'DEAD) a,
Um
✓o.�l�rl`� �J �2r`O
AL
I
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING '
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
B. 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: 'PCIMP ac'Rll l FILL',V/CLEAN SAND) EXISTING CESSPOOLS.
"MAXIMUM FEASIBLE COMPLIANCE"
SITE AND SEWAGE PLAN
OF
UNITS 10 & 12'r�f�,��'
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR.
DIANE MOUDOURIS
2 0 20 40
60
SCALE:1_=20_DAZE. JANUARY 10, 1998
A71
u. 3 - 9 - 98 !,tea a',s•,,
Off 508-362-4541
imt 508 382-98M
I
down cape engineering, in c.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
17 nrAr•