HomeMy WebLinkAboutEngineered Plan - Rev. 2019PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL. 6.5'
MINIMUM J5' OF' MVFR MrW PRPI-M
PRECAST H-10
RISERS (TYP.)
2'0
0:'�l
500 GAL H-10
*4.4'±SEPTIC TANK/
3.68' TEE PUMP CHAMBER
NOTE: 2 COMBINATION
EXISTING SEE DETAIL BELOW�I
PIPES
' OUT OF :...... .. !
HOUSE :'0000000000000000000 000000000,
000000000000000
"�0,,0„0_0_0_n_•,.', 0 0 0 0 0 e.�
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF
PROVIDE INSPECTION PORT TO GRADE ALL SYSTEM COMPONENTS SHALL BE
4" SCH40 PERFORATED PVC DOWN TO DRILL LAST HOLE IN EACH MARKED WITH MAGNETIC TAPE OR
SAND AT BOTTOM LEACHING FIELD, LATERAL ON TOP TO VENT COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE 4" THREADED COVER AND AIR WHILE LATERAL FILLS
LEBARON LA910 CAST IRON ACCESS RETAINING
PORT H-20 CONSTRUCTION. FEMALE ADAPTOR &THREADED PLUG WALL
1.5"0 THREADED END CONNECTION
scH 4o Pv (SEE
2% SLOPE REQUIRED OV%SYEM 7.0' DETAIL)
�l/4" SHIELDED 618'
ORIFICES
INV. 6.05'
000
2" PRESSURE LINE ' 00 00 � 00000 0 001
ORIFICES 5' ON CENTER
BOTTOM LEACHING LEVEL AT EL. 5.55'
2" CENTRAL FED MANIFOLD CONNECT ENDS
PITCH TO DRAIN BACK TO
` PUMP CHAMBER- NO LOW SPOTS.
81� 3/4" TO 1 1/2" DOUBLE WASHED STONE
]000000000
J00000000.
SIDE ELEVATION VIEW
ALL UTILITIES AND ALL BUILDING SEWER OUTLETS 6" CRUSHED STONE OR MECHANICAL
AND ELEVATIONS PRIOR TO INSTALLING ANY I COMPACTION. (15.221 [2])
PORTION OF SEPTICSYSTEM
SYSTEM
(_2.5% SLOPE MIN.)
22'WATERPROOF
FOUNDATION�12,:::� SEPTIC TANK
BUOYANCY CALC:
2500 H-10 TANK WEIGHT: 22,560 LBS
11.83 x 6.33 x 2.4 x 62.4 = 1 1,71 1 UP (OK) 9" COVER
LEGEN D
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
25 50 75 100
CAPACITY - GPM4401
WALL
TEST HOLE
2YY�
SLOPE OF GROUND
TO 12" BELOW GRADE
UTILITY POLE
-s.r`�i -
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
-7a'
1.5" INVERTS LEVEL AT 6.05'
'0; 5.55'
1 4'
ADJUSTED GROUNDWATER EL. 1.55'
SYSTEM PROFILE
(NOT TO SCALE)
2% MIN. SLOPE OVER SYSTEM
4" LOAM &SEED
` I '
30"± i CAP STONE UNITS
\I/ 1/2" x 5 1/4"
�I�IIII- Fiberglass
SII=1� 111= Pins
11=111
_ LEACHING
FACILITY
20 r-------
T-
AS - - - 5'MIN.
MAX LIJ
24"0 CAST IRON
VARIES =
6"
_ --'
PEASTONE
o
COARSE SAND BACKFILL AGAINST
25 50 75 100
CAPACITY - GPM4401
WALL
N 5
40 MIL LINER FROM TOP PEASTONE/WALL
44
TO 12" BELOW GRADE
.
KEYSTONE OR EQUAL RETAINING WALL UNITS
6"X30" Crushed Rock or o
18"X8" SET WITH 1" BATTER PER ROW
Unreinforced Concrete
FIBERGLASS PINS REQ.
Leveling Pad req.
RETAINING WALL CROSS SECTION
NOT TO SCALE
//
143' OF 40 MIL LINER AT 3'
3' REMOVAL OF UNSUITABLE SOIL REQUIREDVIDE
AROUND PERIMETER OF LEACHING FACILITY,
SAS IN AREA SHOWN.TOP AT
V. 6.2', BOTTOM AT EL. 2.2'±
LUNE
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
LOTD WALL TO
SPECIFICATIONS OF 310 CMR 15.255(3)
BE STAKED PRIOR 0 ANY
( 1
WORK h0
TEST HOLE LOGS 1"
ENGINEER: CRAIG J. FERRARI, SE #13871 LOT
WITNESS: AMY VON HONE, RS 12,045 S.F. P
00
DATE:
8-9-2017
PERC. RATE _ < 2 MIN/INCH DECK Nry I
GARAGE
o I
CLASS I SOILS
ELEV.
4 5' o
Ott ►�
A 10.0
LS _
1 OYR 3/2 o II C'
14"
O
B 00
LS N
10YR 3/8 EXISTING
24„ 3, DWELLING
i TO = 6.5
C
SIEVE
MS
G -W ADJ. DATA::
WELL: M I W 29
1OYR 7/4 ZONE: A
ADJ: 1.3'
JULY 2017
84" I I -2.0'
GROUNDWATER ENCOUNTERED AT 57" EL. 0.25'
DCE # 19-264 (REF 17-238)
cLd �
L 1
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT 'ALLOWED
EXISTING 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATIOI\
LEACHING:
440 GPD (.74) = 595 SF REQUIRED
12' X 50' = 600 SF OK
600 SF X .74 = 444 GPD OK
USE A 12' X 50' PRESSURE DOSED PIPE AND STONE
LEACHING FIELD
APPROVED
DATE BOARD OF HEALTH
VARIANCES REQUESTED UNDER TITLE 5 AND YARMOUTH
HEALTH REGULATIONS:
Ow f
,S oto 2 Cb 1Cb
o
o c_
a{ `D I
Cb
o `b
0
P a
a a
o�
el oth Shoe
Nantucket
�ocus Sound
LOCUS MAP
MA SCALE 1"=2000'±
ASSESSORS MAP 25 PARCEL 53
15.211:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5')
(1b): REDUCTION IN SETBACK, SAS TO FULL FOUNDATION
(20' TO 12.5') AND TO SLAB FOUNDATION (10' TO 4.8')
(1h): REDUCTION IN GROUNDWATER SEPARATION (5' TO 4')
15.255:
(5): REDUCTION IN: REMOVAL OF UNSUITABLE OR
IMPERMEABLE SOILS BEYOND THE OUTER PERIMETER OF THE
SOIL ABSORPTION SYSTEM (5' TO 3')
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11)
AS SHOWN ON COMMUNITY PANEL
#25001 CO589J DATED 7/16/2014
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
ROOM STAIRS INSTALLATION 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
I I UP TO
LOFT SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
I BATH AREA REQUIRED.
BENCHMARK:
t_- GARAGE SLAB T l Permit valid for EtEI'Al>t OF SEPTIC SYSTEM 15. LOT LINE AND PROPOSED WALL TO BE STAKED PRIOR
= RA SLAB BATH CASED ONLY, due to State and Local septic variances. TO ANY WORK ON SITE.
OPENING >^oard of lflea"th review and ap;^roval is required for TITLE 5 SITE PLAN
any future additions/renovations/alterations to
KITCHEN sewabe favi^;tics and/or structures/dwelling. . OF
G ATTE
i
�1
TH 1 I 1�
Yarmouth Health Department
BATH I I a;7nRnn"j AP ®V ,t D
LIVING ROOM I BEDROOM I BEDROOM
OF
DANIEI_A. (s
A. sm{•I
FLOOR PLAN � � 01 ! LA k -A; '5
`/:;
y� � { j QJALA
NOT To SC&E4S" CIVIL I ` 65No. bv2t:0
y\ No. ^02
l ;
}�pc� GISTE��C���j �l�F0
ss/0.�AI
DATE DANIEL A. OJALA, P.E., P.L.S.
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
#12 GATE WAY
SOUTH YARMOUTH, MA
PREPARED FOR
,APEWIDE ENTERPRISES
DATE: 9-6-2017
REVISED: 7-19-2019 (UPDATE BENCHMARK, TANK)
REVISED: 8-6-2019 (SAS LOCATION)
REVISED: 8-30-2019 (HEALTH DEPT. COMMENTS)
REVISED: 9-27-2019 (FLOOR PLAN, INVERTS)
off 508-362-4541
I fax 508-362-9880
downcope.com
00WO. cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
19-264 CAPEWIDE.DWG
24"0 CAST IRON
BE AASHO H ->_Q
COVERS TO
GRADE
5. PIPE JOINTS TO BE MADE WATERTIGHT.
25 50 75 100
CAPACITY - GPM4401
900 GAL.± THIS SIDE
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
.
GAL RESERVE
310 CMR 15.000 (TITLE 5.)
PUMP CURVE FOR MYERS SRM4
4/10 HP PUMP
\
PROVIDE QUICK DISCONNECT FOR PUMP
7 THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
ALARM AND CONTROL FANEL
.. ,,,�,,,
,
,,,,,, ,,,
TO BE INSTALLED INSIDE
��'��T��ii`��i%�i%���-!���%
v!��U���%��i�i'ii�''��'�
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
BUILDING. ALARM TO BE ON
INV. IN 3.68'
I I
LOWER TO 3.0'
SEPARATE CIRCUIT FROM .PUMP -
_
-LINE, -
COMPONENTS NOTTO_BACKFILLED OR.. CONCEALED
2" PRESSURE
WITHOUT INSPECTION BY BOARD OF HEALTH AND
WI
ZABEL FILTERPERMISSION
'TEE
SLOPE TO DRAIN BACK
OBTAINED FROM BOARD OF HEALTH.
(Al 00)
19"
FLOAT SWITCH ALARM ON
OUTLET TEE W/EXTENSION
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
10' SETTINGS:
0.25" WEEP HOLES
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
PUMP ON
6„
IN. 1500 GAL.
CHECK VALVE
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
5" WORKING RANGE
TIHIS SIDE
MYERS SRM 4
COMMENCEMENT OF WORK.
5„
OF BAFFLE
SUBMERSIBLE 4/10 HP PUMP
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
PUMP OFF
12"
SYSTEM (OR EQUAL)
REMOVED BENEATH AND 5' AROUND THE PROPOSED
000
00000 00
(ON BLOCK)
LEACHING FACILITY.
000000 �� 00
��
12. EXISTING PUMP PIT AND LEACHING FACILITY SHALL BE
WATERPROOF
6" BAFFLE
PUMPED AND REMOVED OR PUMPED AND FILLED WITH
2500
GAL. SEPTIC TANK/
ACCESS FOR ROUTINE MAINTENANCE
CLEAN SAND.
PUMP
CHAMBER COMBINATION MUST BE PROVIDED FOR ZABEL
13. ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED
(NOT TO SCALE)
FILTER. INSTALLER MUST FOLLOW
FOR ZABEL FILTER. INSTALLER MUST FOLLOW
ALL MANUFACTURER'S
MANUFACTURER'S SEPCIFICATIONS FOR PROPER FILTER
4
FAMILY
SPECIFICATIONS FOR PROPER FILTER
INSTALLATION.
�F�
ROOM STAIRS INSTALLATION 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
I I UP TO
LOFT SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
I BATH AREA REQUIRED.
BENCHMARK:
t_- GARAGE SLAB T l Permit valid for EtEI'Al>t OF SEPTIC SYSTEM 15. LOT LINE AND PROPOSED WALL TO BE STAKED PRIOR
= RA SLAB BATH CASED ONLY, due to State and Local septic variances. TO ANY WORK ON SITE.
OPENING >^oard of lflea"th review and ap;^roval is required for TITLE 5 SITE PLAN
any future additions/renovations/alterations to
KITCHEN sewabe favi^;tics and/or structures/dwelling. . OF
G ATTE
i
�1
TH 1 I 1�
Yarmouth Health Department
BATH I I a;7nRnn"j AP ®V ,t D
LIVING ROOM I BEDROOM I BEDROOM
OF
DANIEI_A. (s
A. sm{•I
FLOOR PLAN � � 01 ! LA k -A; '5
`/:;
y� � { j QJALA
NOT To SC&E4S" CIVIL I ` 65No. bv2t:0
y\ No. ^02
l ;
}�pc� GISTE��C���j �l�F0
ss/0.�AI
DATE DANIEL A. OJALA, P.E., P.L.S.
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
#12 GATE WAY
SOUTH YARMOUTH, MA
PREPARED FOR
,APEWIDE ENTERPRISES
DATE: 9-6-2017
REVISED: 7-19-2019 (UPDATE BENCHMARK, TANK)
REVISED: 8-6-2019 (SAS LOCATION)
REVISED: 8-30-2019 (HEALTH DEPT. COMMENTS)
REVISED: 9-27-2019 (FLOOR PLAN, INVERTS)
off 508-362-4541
I fax 508-362-9880
downcope.com
00WO. cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
19-264 CAPEWIDE.DWG