HomeMy WebLinkAbout106.26.3 - Title 5 Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
02-206 (LOT > 0)
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM - 25 x 12.83 (J4) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED DATE
S�.
, MA
BOARD OF -HEALTH
TOP FNDN. AT EL. 39.0' SYSTEM PROFILE
.. ACCESS COVER TO (THIN 6' OF FIN. GRADE (NOT TO SCAL-E)
. COVER (WATERTIGHT) ACCESS COVER TO WITHIN 3" OF FIN. GRADE
ACCESS
(WATERTIc TO _ 1. DATUM IS ASSUMED
38.0' MINIMUM .75' F COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE
33.0'
RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE "
3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT.
36.0' FOR FIRST 2' OR GEOTE MLE FABRIC /
PROPOSED
GALLON SEPTIC
34.70' TANK (H_ 10) 3GAS
cas 1.53'
BAFFLE
3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS T BE AASHO
32.25' H— 10
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
FOUNDATION— 13' — SEPTIC
' \v
W i3
P . DWELL
.
TOP FNDN = 39.0'
MIM
20'
11
1/
— 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY A NID NOT TO
D' BOX 13'
PROP. 3' HIGH RET. WALL
T.W. ELEV. 45.0'
OT 10
i
17,9251 .
11
t%
1
Z
N �
W
J (P
o w_
PROVIDE APPROXIMATELY
'Jy'G• 65' OF 40 FIL LINER AT
5' OFF SAS IN AREA
3�0/ SHOWN. TOP AT ELEV.
? 32.3', BOTTOM AT ELEV.
28.3'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
`\ WITH CLEAN MED. SAND.
\, BENCHMARK
1\, CATCH BASIN
\\ ELF/.
l\
\1
1V
o
k; UNDISTURBED
VEGETATED
t1 DRAINAGE
1,1 EASEMENT
11 30,243± S.F.
,
11
LEACHING
FACILITY
DIRECT ALL WATER AWAY
FROM DWELLING
31.7
BE USED FOR LOT LINE STAKING OR ANY OTHE
3
O 0
V
C� O
C7 E� 5. PIPE JOINTS TO BE MADE WATERTIGHT.
LS '
SLOPE) \_6' CRUSHED STONE OR MECHANICAL -
mgm=1
1OYR 5/1
OI=
0
OOOO
a(10x
ON. (15.221 (21)
WITHOUT INSPECTION BY BOARD OF HEALTH AN
PERMISSION
LS
0 ED
O
Q 0
Q 0 6. CONSTRUCTION DETAILS TO BE -IN ACCORDA
E- WITHCOMP
4
BE RESPONSIBLE FOR CALLING
BOTTOM TH 1 EL. 21.7'
0
ED
ED 0
0 29 42 . '
1= O MASSENVIRONMENTALCODE TITLE V.
COMMENCEMENT OF WORK.
DEPTH OF -FLOW =
(--2—% SLOPE) (1_.Z SLOPE)
t
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ALL BE
REMOVED 5' BENEATH -AND AROUND THE PROP
ED
LEACHING FACILITY.
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
FOUNDATION— 13' — SEPTIC
' \v
W i3
P . DWELL
.
TOP FNDN = 39.0'
MIM
20'
11
1/
— 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY A NID NOT TO
D' BOX 13'
PROP. 3' HIGH RET. WALL
T.W. ELEV. 45.0'
OT 10
i
17,9251 .
11
t%
1
Z
N �
W
J (P
o w_
PROVIDE APPROXIMATELY
'Jy'G• 65' OF 40 FIL LINER AT
5' OFF SAS IN AREA
3�0/ SHOWN. TOP AT ELEV.
? 32.3', BOTTOM AT ELEV.
28.3'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
`\ WITH CLEAN MED. SAND.
\, BENCHMARK
1\, CATCH BASIN
\\ ELF/.
l\
\1
1V
o
k; UNDISTURBED
VEGETATED
t1 DRAINAGE
1,1 EASEMENT
11 30,243± S.F.
,
11
LEACHING
FACILITY
DIRECT ALL WATER AWAY
FROM DWELLING
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 106
LOCUS IS WITHIN FEMj
TEST HOLE
ENGINEER: DAVID FLAHER
WITNESS: PHIL RENAUD,
DATE: JANUARY 16, 20C
PERC: RATE _ < 2 MIP
CLASS I SOILS
1
ELEV.
BE USED FOR LOT LINE STAKING OR ANY OTHE
PURPOSE.
0/A/E
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LS '
1OYR 5/1
7.7'
6"
5.32' 9. COMPONENTS NOT TIO BE BACKFILLED OR CC14CEALED
31.2'
B
WITHOUT INSPECTION BY BOARD OF HEALTH AN
PERMISSION
LS
OBTAINED FROM-BOARD'OF HEALTH.
1OYR 4/6
29.0'
10. CONTRACTOR SHALII
BE RESPONSIBLE FOR CALLING
BOTTOM TH 1 EL. 21.7'
DIGSAFE (1-888-344—*233) AND VERIFYING TFE
LOCATION
LOT 7 ADJ WATER AT EL 24.1' OF ALL UNDERGROUND I& OVERHEAD UTILITIES PRIOR
TO
COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ALL BE
REMOVED 5' BENEATH -AND AROUND THE PROP
ED
LEACHING FACILITY.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 106
LOCUS IS WITHIN FEMj
TEST HOLE
ENGINEER: DAVID FLAHER
WITNESS: PHIL RENAUD,
DATE: JANUARY 16, 20C
PERC: RATE _ < 2 MIP
CLASS I SOILS
1
ELEV.
0"
31.7'
0/A/E
LS '
1OYR 5/1
6"
31.2'
B
LS
32"
1OYR 4/6
29.0'
C
MS
2.5Y 5/6
120" �� 2 :7' 1
NO GROUNDWATER
'ITLE 5 SITE,
OF
38 BRUSH HILL
YARMOUTH ' Pi
PREPARED FOR
OUR FIRST HC
DATE: FEBRUARY 23, 200.7
REV. DATE: SEPTEMBER 5, 2C
REV. DATE SEPTEMBER 24, 2007 (BLDG
Scale: 1 "= 20'
10 20 30 40 50
off 508-362-4
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