HomeMy WebLinkAboutEngineered Plan - 2016.5'
PRECAST H-10
RISERS (TYP.)
2'0
49.85'
SYSTEM PROFILE
NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
54.0' MINIMUM .75' OF COVER OVER PRECAST
NOTE. 2" MIN. WALL
THICKNESS REQUIRED
4"0SCH40 PVC
t; 6" MIN. SUMP PIPES LEVEL 1ST
12" MIN. INT. DIM. /
10" 1500 GAL H-10 14" f/
TEE SEPTIC TANK TEE 49.60'
°° °°°o°°°° WATERTEST D'BOX
GAS BAFFLE., °°00000°o°o° FOR LEVELNESS
4' LIQ. LEVEL (ACME OR EQUAL)]. -..49.47' 49.3'
0 0 o 0 0 o 0;0;0;0;0; 0g o 0 0 o •0 0 0 o_L
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0000000000000000 0 0 0 0 00 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(1 6 % SLOPE)
FOUNDATION 15' SEPTIC TANK
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH 1
PRECAST RISERS
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
FNrINFFR- CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 4/7/2016
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 53'
910 FILL
A/E
LS
1OYR 5/1
B
LS
1OYR 5/8
C
MS
1OYR 6/6
12"
28" 50.7'
PERC
132" 42'
NO GROUNDWATER ENCOUNTERED
LICE #16-088
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNE•i IC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
- CONCRETE COVERS TO WITHIN 3" GRADE
°o °o®oO ° L= °0000 o° 11
oo
°o
°
MORTAR ALL
BLOCKS OR
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COMPONENTS
PRECAST RISERS
2'H-10
4'
ENDS
00 e
5'
BET.';
(TYP.) INV S EL. 49.2
,
SIDES 50.03
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1 LH -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83'
L6
47.2'
(2.5 % SLOPE) (-1-7. SLOPE)
LEACHING 42.0' BOTTOM TH-1
5' D' BOX 12' NO GROUNDWATER FOUND
FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
0
0
co
U)00
co Z
a
0
BENCHMARK:
CONCRETE STEP
=,56.3 NAVD88
-0 0
EXISTING
PAVED DRIVE
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. 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.
W. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 86 PARCEL 162
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
SYSTEM DESIGN:
( h
MAP 86 GARBAGE DISPOSER IS NOT ALLOWED
_+
z
N" MAP 86 P L 150
DESIGN FLOW: 3 BEDROOMS 110 GPD = 330 GPD
PARCEL 161 USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
POS
RAIL FENCE \ USE 1500 GAL. SEPTIC TANK
. I
100 0
_ LEACHING:
56 x� o -SIDES-:�30
>z�
a:o BOTTOM 30 x 9.83 (.74) = 218 GPD
�
o m
P 86 TOTAL: 454 S.F. 336 GPD
i ( I PAR EL 149
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I 1.4.3
MAP 86 ✓ 22.
0
PARCEL 162 a,
0.20 A C. oN�
oNE STOCKA E
/ 100..00 FENCE
Scale:1 "= 20'
0 10 20 30 40 50 FEET
0
�Z
W
N
10.6
AP 86 s�
RCEL 763
n
M 86
\PARC 148
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS _c�c�l -, - 12
Yarmoutl>t Hedth Department ..
/ APP OVED MA
APPROVED D . Name
TITLE 5 SITE PLAN
OF
#28 TROWBRIDGE PATH
WEST YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTION/
ALTOBELLI
LA_V 1 r,
DATE
DANIEL A. OJALA, P.E., P.L.S
DATE: APRIL 8, 2016
off 508-362-4541
fax 508-362-9880
downcope.com
clown cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-088
B h
61
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xit t
aln t
00 e
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9�
O/d Townhouse Rd.
Stan
ardino o
o B
c
a
m
d' rorn r
Suffo/k
0
O
° Cap 1, Besse
4
W. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 86 PARCEL 162
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
SYSTEM DESIGN:
( h
MAP 86 GARBAGE DISPOSER IS NOT ALLOWED
_+
z
N" MAP 86 P L 150
DESIGN FLOW: 3 BEDROOMS 110 GPD = 330 GPD
PARCEL 161 USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
POS
RAIL FENCE \ USE 1500 GAL. SEPTIC TANK
. I
100 0
_ LEACHING:
56 x� o -SIDES-:�30
>z�
a:o BOTTOM 30 x 9.83 (.74) = 218 GPD
�
o m
P 86 TOTAL: 454 S.F. 336 GPD
i ( I PAR EL 149
/. �TH 1
m M
x c„
tom '
nn�
M 61�z n I
�M o fi
N t
? co
I 1.4.3
MAP 86 ✓ 22.
0
PARCEL 162 a,
0.20 A C. oN�
oNE STOCKA E
/ 100..00 FENCE
Scale:1 "= 20'
0 10 20 30 40 50 FEET
0
�Z
W
N
10.6
AP 86 s�
RCEL 763
n
M 86
\PARC 148
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
BETWEEN UNITS _c�c�l -, - 12
Yarmoutl>t Hedth Department ..
/ APP OVED MA
APPROVED D . Name
TITLE 5 SITE PLAN
OF
#28 TROWBRIDGE PATH
WEST YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTION/
ALTOBELLI
LA_V 1 r,
DATE
DANIEL A. OJALA, P.E., P.L.S
DATE: APRIL 8, 2016
off 508-362-4541
fax 508-362-9880
downcope.com
clown cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-088