HomeMy WebLinkAboutEngineered Plan - 2017� GO
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SCALE 1"=500'
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FLOOR PLAN -FIRST FLOOR
NOT TO SCALE
BATH
j BATH BEDROOM
BEDROOM+ BEDROOM
j BEDROOM
FLOOR PLAN --SECOND FLOOF
S.A.S. NOTES
1. SOIL ABSORPTION SYSTEM SHALL BE (15) CULTEC 330 XLHD UNITS.
USE OF ANY OTHER UNIT REQUIRES A PLAN REVISION AND APPROVAL
FROM THE ENGINEER AND TOWN OF YARMOUTH
2. CULTEC ROWS SHALL BE BE SPACED 58" ON CENTER
I
3. UNITS SHALL BE COVERED WITH CULTEC 410 FILTER FABRIC AND
BACKFILLED WITH CLEAN SAND MEETING TITLE 5 SPECIFICATIONS
4. INSPECTION PORTS SHOWN SHALL BE BROUGHT TO WITHIN 3" OF GRADE.
SLOPE TO BE REGRADED SUCH
THAT MAXIMUM COVER OVER
LEACH FIELD DOES NOT EXCEED 36"
9
Nis
�N
5 6t; PROPOSED S.A.S.
(15) CULTEC RECHARGER -
PROPOSED H-10-
1,500 GALLON
SEP11C TANK
PROPOSED 6 -OUTLET
H-10 DISTRIBUTION
BOX
/ TP -1
1
� 99.53
n
NOT TO SCALE
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TREELINE
EXISTING
FENCE
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A >�
7�0-�`�,1'
W
GRASSED
AREA
LOT 3
56,865 SQ. FT.f
G 1.31 ACRES f
TOP OF FOUNDATION
ELEVATION 100.00
19' OF 4" SCH 40 I
PVC, S=0.010 MIN.
EXISTING
INV.=96.67
INV.=96.48
EXISTING
ELECTRIC METER
EXISTING _
WATER VALVE
E
E /
W
G��O E�APy
E W
330 XLHD UNITS r! �`�' ��' " o
INSPECTION PORT TO
WITHIN 3" OF GRADE (TYP.) r ! 11 l `� ` pF �•'� ,� // o o C' / PSEp
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X99 12 / o G
99. i 7k
z \ \`�` \\ \�� �� GRASSED
o N o �\ l AREA
w10,
,l
v: l� AREA\
98.34 X
W
s` EXISTING SEPTIC S1ZTEM EXISTING
\ATO BE REMOVED/AI�ANDUIVED�� \Q8 5�� �' _ �' �- FENCE
/ (SEE GENERAL. NOIFS)
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/r �fT'p�Y ARCA Ill
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Q1/ EASEMENT
13,242 SQ. FT.±
0.30 ACRES ±
ol
110,
lk
gTF11p
Agro
PROVIDE ZABEL
A1800 FILTER
�10" 14"
PROPOSED 1,500 GALLON
REINFORCED CONCRETE
SEPTIC TANK
TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
UPS
RISERS ON INLET AND OUTLET OF TANK
TO BE BROUGHT TO WITHIN 6" OF GRADE
3' OF 4" SCH 40
PVC• S=0.010 MIN.
INV.=96.23
INV.=96.20
RISER ON D -BOX TO
BE BROUGHT TO WITHI
6" OF GRADE
PROVIDE SPEED LEVELERS ON OUTLETS
PIPE TO BE RUN L VEL FOR
/- AT LEAST 2 FEET PUT OF THE D -BOX
13' OF 4" SCH 40 (LONGE RUN)
j 1! PVC, S=0.005 MIN.
INV.=96.03
INV.=95.96
LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
PROPOSED 6 -OUTLET
DISTRIBUTION BOX
INSPECTION PORT
ON CHAMBERS TO
BE BROUGHT TO WITHIN
3" OF GRADE
TO BE GRADED SUCH THAT
COVER DOES NOT EXCEED 36"
UNITS TO COVERED WITH CULTEC 410 FABRIC AND BACKFILLED
WITH CLEAN TITLE 5 SEPTIC SAND
ELEV.=96.50
III IR - `h ELEV.=93.96
4.33' X 7.0' CULTEC 330 XLHD
22.5' OVERALL LENGTH PER ROW 6.13' SEPARATION FROM BOTTOM
(3)-CULTEC 330 XLHD CHAMBERS PER ROW OF SAS TO BOTTOM OF TESTHOLE
NOT 0
PROPOSED PROPOSED PROPOSED OBSERVATIONRHOLES BSERVED DURING
SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM BOTTOM OF HOLE ELEVATION = 87.83
SYSTEM PROFILE
NOT TO SCALE
SITE INFORMATION GENERAL NOTES:
ADDRESS: 69 UNION STREET 1. THE PROPERTY IS LOCATED IN ZONE X OF THE CURRENT FEMA FLOOD MAP
YARMOUTHPORT 2. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SYSTEM.
MAP/LOT: 115/59 3. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SUBSURFACE SEWAGE
i DISPOSAL SYSTEM ONLY
DEED BOOK/PG 23145/48 1 4. VERTICAL DATUM IS ASSUMED
PLAN BK/PG 378/59 (LOT 3)
5. INVERT OF BUILDING SEWER SHALL BE VERIFIED PRIOR TO CONSTRUCTION OF THE
DESIGN C ALC U LCAT I0 N S
SYSTEM
DESIGN FLOW 6. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
, REGULATIONS AND LOCAL BOARD OF HEALTH REGULATIONS
/0 110 GALLONS/DAY/BEDROOM X 5 BEDROOMS = 550 GALLONS/DAY
� 0 7. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
TANK CAPACITY THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
200% DAILY FLOW = 1,100 GALLONS; USE 1,500 GALLON TANK CEMENT.
u' REQUIRED LEACHING CAPACITY 8. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND SHALL BE FIELD
VERIFIED. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO
o DESIGN PERC RATE = < 2 MIN/INCH ANY EXCAVATION OCCURRING.
-'' 550 GPD / 0.74 GALLONS PER DAY PER SQ. FT. = 743.24 SQ. FT.
o 9. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR
0
0
LEACHING CAPACITY CALCULATIONS TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF
LOADING CAPACITY/FT. (CULTEC 330) = 7.2 S.F./FT. INSPECTIONS
743.24 S.F. / 7.2 S.F./FT. = 103.23 FT. REQUIRED 10. THE EXISTING TANK SHALL BE BACKFILLED WITH CLEAN FILL AND ABANDONED. THE
3 CHAMBERS/ROW 0 7.0'/CHAMBER + 1.5' LENGTH ADJ./ROW = 22.5' ROW EXISTING LEACH PIT AND DISTRIBUTION BOX SHALL BE PUMPED AND REMOVED.
22.5'/ROW ®5 ROWS = 112.5 FT. PROVIDED Ei.
11. HERE APPLICABLE, UNSUITABLE MATERIAL (A B AND C HORIZONS) ENCOUNTERED
I BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE
PROVIDED LEACHING CAPACITY = 112.5 FT. X 7.2 S.F./FT. = 810 S.F. 4599 GPD) REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE
APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CMR 15.00
REGULATIONS.
12. NO PRIVATE WATER SUPPLY WELLS EXIST WITHIN 150' OF THE PROPOSED SYSTEM.
13. NO GRAVEL PACKED PUBLIC WATER SUPPLY WELLS OR SURFACE WATER SUPPLY EXIST
WITHIN 400' OF THE PROPOSED SYSTEM
l 14. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
I
OF &ksSa r�
DATE: AUGUST 23, 2017
PERFORMED BY: ASA MINTZ, PE
WITNESSED BY: AMY L. VON HONE, R.S., C.H.O.
TP -1 ELEV. 99.50±
d
0
000O roti
16"
- EXISTING
18"
- - -- -104 - -
32"
55"
80"
92"
FFILL
A SANDY LOAM
1OYR 3/3
B SANDY LOAM
1 10YR 5/6
C 1 SANDY LOAM
10YR 6/6
C2
LOAMY SAND
10YR 6/6
C SILT LOAM
10YR 6/3
C4
MED SAND
10YR 6/5
140" 87.83
MOTTLING: NONE
WEEPING: NONE
PERC RATE: <2 MIN./IN.
SOIL PROFILE
99.50
98.17
98.00
96.83
94.91
92.83
91.83
PERC ® 96"
NOT TO SCALE
LEGEND
TREE
BENCH
TOP OF FOUNDATION = 100.00
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
DESIGN.,- LLC
Residential Site Design and Permitting
PROPERTY
LINE
- - -104 - -
- EXISTING
CONTOUR
- - -- -104 - -
- - PROPOSED
CONTOUR
x
STOCKADE
FENCE
ELECTRIC
SERVICE
E
W
WATE
LINE
G
NATU
AL GAS LINE
CB �
CATCH
BASIN
HYD
FIRE F
YDRANT
WG �j
WATER;
GATE VALVE
U P -o-
UTILITY
POLE
TREE
BENCH
TOP OF FOUNDATION = 100.00
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
DESIGN.,- LLC
Residential Site Design and Permitting