HomeMy WebLinkAboutEngineered Plan - Rev. 2018LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
•c/Qt\��Gtote s
TEST HOLE
2%,
SLOPE OF GROUND
71)
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TOP FOUND. EL. 8.6'
U "EXISTING
1000 GAL 4.9'*
SEPTIC TANK
EXISTING ADD
ABEL'
FILTER
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
i 6.93' MINIMUM .75' OF COVER OVER PRECAST
0 6.18'
2" SCH 40 PVC
PROPOSED
4 88J,F1000
MPLc AMBER S TO PUMP � CHOPE AMBER CK
(-L% % SLOPE)
FOUNDATION EXISTING - SEPTIC TANK 2' PUMP CHAMBER
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL "INSTALLER SHALL CONFIRM MINIMUM SEPTIC
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY
PRIOR ' TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOR RE -USE. REPLACE WITH 1500 GALLON
------ - --- - SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
ALARM AND CONTROL PANEL
70 BE INSTALLED INSIDE
SYSTEM DESIGN: BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP_ n
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE EXISTING 1,000 GALLON TANK AND ADD 1,000
GALLON PUMP CHAMBER
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER
QUICK4 PLUS STANDARD LP UNIT
330 GPD/0.74 GPD/SF = 446 SF LEACHING
REQ'D
446 SF/18.88 SF/UNIT = 23.6 UNITS
THEREFORE, USE GRAVELLESS SYSTEM OF (24)
QUICK4 STANDARD LP UNITS IN FIELD
CONFIGURATION OF 4 ROWS OF 6 UNITS
24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
453 SF (0.74) = 335 GPD (OK)
, MA
APPROVED DATE BOARD OF HEALTH
LICE # 17-432
1 O'
SYSTEM PROFILE
(NOT TO SCALE) j
4"OSCH40 PVC
6" MIN. SUMP PIPES LEVEL 1ST 2'
12" MIN. INT. DIM.
WATERTEST D'BOX I
FOR LEVELNESS f
6.13' -- - �_ 5.96
9 6'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
LOW PROFILE
D' BOX -
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
6.93'
INV. IN 4.88
NO LOW POINTS
1000 GAL. H-10 S/T 2" PRESSURE LINE ----
ALARM ON 600 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE 0.25" WEEP HOLES
SETTINGS: PUMP ON CHECK VALVE
5 WORKING RANGE 8
MYERS SRM 4
5" SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 8" SYSTEM (OR EQUAL)
000 00000 0
000000 0000 0 0 0000
PUMP CHAMBER
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
PROVIDE 102' OF 40 MIL LINER AT�
OFF SAS IN AREA SHOWN. TOP AT
ELEV. 6.3', BOTTOM AT EL. 2.3't
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
PROP. WORK LIMIT LINE
OF STAKED SILT FENCE \
cAl T AAAP(ZW
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORTS TO
WITHIN 3 OF FINISH GRADE
2% SLOPE REQUIRED OVER SYSTEM/ 7.2' \I, \1, J,
6.32'
0.28' 1
5.65'
QUICK4 STANDARD LOW PROFILE UNITS
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 11.3'
(-L-% SLOPE (NO STONE PROPOSED)
LEACHING 4.0'
5' FACILITY
GROUNDWATER ADJUSTED EL. 1.65'
BUOYANCY CALCS:
H-10 1000 GAL. PC WEIGHS 8,240 LBS
1.27 x 815 x 5.66 X 62.4 = 3,451 LBS UP (OK)
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPUANCE 35.405:
(1h):REDUCTION IN SEPARATION OF SAS TO ADJ. G.W. FROM 5.0 TO 4.0 2% MIN. SLOPE OVER SYSTEM
{ I � 4" LOAM &SEED
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS: \I/ I 30"t CAP STONE'UNITS TEST HOLE LOGS
(3.7):, REDUCTION IN SETBACK, SAS TO BVW (100' TO 70.0') ,�����-\I/ 1/2" x 5 1/4"
-_-
Fiberglass
9" COVER I-111�I-1I_- Pins ENGINEER: J. ARI, #
CRAIG FERRARI, SE 13871
AS 5'MIN.
N WITNESS: PHIL RENAUD
o
i
PEASTONE D DATE: 11/28/17
COARSE SAND BACKFILL AGAINST '< MIN/INCH
INCH
WALL PERC. RATE _ < /
D
40 MIL LINER FROM TOP PEASTONE/WALL
11 V CLASS I SOILS
_11l., L
SM#2A b
TO 12 BELOW GRADE
KEYSTONE OR EQUAL RETAINING WALL UNITS
18"X8" SET WITH 1" BATTER PER ROW I
FIBERGLASS PINS REQ. n'
6"X30" Crushed Rock or
Unreinforced Concrete
Leveling Pad req.
RETAINING WALL CROSS SECTION
NOT TO SCALE ... 7-7-7 - 14"
4 ELEV.
i
0" 4.8'
BEDROOM BEDROOM
KITCHEN LIVING
ROOM
ENCLOSED PORCH
FLOOR PLAN -1ST FLOO R
NOT TO SCALE
BEDROOM I
FLOOR PLAN -2ND FLOOR
NOT TO SCALE
Permit valid for REPAIR ii SEPTIC 5YS14,N1
ONLX, due.to State and Local septic. variances.
Board,of Ilealth review and approvol is required for
any fullo a additions/rcno%<rtions/,iiierations to
sewage facilities and/or structaresldwelling.
Yarmouth [Ill I)cpar•tnlent
A�'I ROVE��i�� 1k-
�2 .Al
�asie Date
G -W ADJ. DATA:
WELL: MIW-29
ZONE: A
ADJ: 1.6'
30"
2.3'
120" I I -5.2'
GROUNDWATER @ 57"
UNSUITABLE
SOIL
lm �&�� I�llyd{ �
mitilil �ham�wPal l Nli Ian mm �6� ll {
OF
2 8 1 Z: i L A N I I F It )l A r uu"4'
Y"Milli""THA Ph �ll LJ
y
PREPARED FOR
F L Y N N T R OUR Zec"i N 00f M N E E
DATE: DECEMBER 1, 2017
REVISED: 12-7-17 (4 TO 3 BEDROOMS & SAS LOCATION)
REVISED: 1-2-18 (NOTE VARIANCES)
REVISED: 1-12-18 (SAS)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
Sgoy L fax 508-362-9880
EL I downcape.com
5
D do IO cane engineefing) inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-432 GEHRET.DWG
NOTES
o�
TOP OF WALL
1. DATUM IS NAVD 88
•c/Qt\��Gtote s
AT EL. 7.0
2. MUNICIPAL WATER IS EXISTING
o�
CAP STONE UNITS
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
Q
1/2" x 5 1/4"
Fiberglass
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
o �� o�
Pins
UNITS TO BE AASHO H-10
Lewis
Lewis pond
5. PIPE JOINTS TO BE MADE WATERTIGHT.
Bay
N
�'odio
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
D
WITH
Power
?�
310 CMR 15.000 (TITLE 5.)
Locus
A
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT
13 R°°d
m
TO BE USED FOR LOT LINE STAKING OR ANY OTHER
t Isl°n
rn
��JRP..OSE
fe°
Nantucket
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
!J
Sound
_
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD OF
HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCUS MAP
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD
SCALE 1 "=2000't
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
ASSESSORS MAP 15 PARCEL 24
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE AE; 100
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
YEAR FLOOD -ZONE EL: 11 ) AS -SHOWN -ON --
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
COMMUNITY PANEL #25001 CO588J DATED
SAND.
7/16/2014
13. ALL EXISTING MATERIAL AND/OR EQUIPMENT
FOUND IN GOOD CONDITION SHALL BE REUSED WHERE
EVER SUITABLE PER OWNER.
14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
REQUIRED.
(1h):REDUCTION IN SEPARATION OF SAS TO ADJ. G.W. FROM 5.0 TO 4.0 2% MIN. SLOPE OVER SYSTEM
{ I � 4" LOAM &SEED
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS: \I/ I 30"t CAP STONE'UNITS TEST HOLE LOGS
(3.7):, REDUCTION IN SETBACK, SAS TO BVW (100' TO 70.0') ,�����-\I/ 1/2" x 5 1/4"
-_-
Fiberglass
9" COVER I-111�I-1I_- Pins ENGINEER: J. ARI, #
CRAIG FERRARI, SE 13871
AS 5'MIN.
N WITNESS: PHIL RENAUD
o
i
PEASTONE D DATE: 11/28/17
COARSE SAND BACKFILL AGAINST '< MIN/INCH
INCH
WALL PERC. RATE _ < /
D
40 MIL LINER FROM TOP PEASTONE/WALL
11 V CLASS I SOILS
_11l., L
SM#2A b
TO 12 BELOW GRADE
KEYSTONE OR EQUAL RETAINING WALL UNITS
18"X8" SET WITH 1" BATTER PER ROW I
FIBERGLASS PINS REQ. n'
6"X30" Crushed Rock or
Unreinforced Concrete
Leveling Pad req.
RETAINING WALL CROSS SECTION
NOT TO SCALE ... 7-7-7 - 14"
4 ELEV.
i
0" 4.8'
BEDROOM BEDROOM
KITCHEN LIVING
ROOM
ENCLOSED PORCH
FLOOR PLAN -1ST FLOO R
NOT TO SCALE
BEDROOM I
FLOOR PLAN -2ND FLOOR
NOT TO SCALE
Permit valid for REPAIR ii SEPTIC 5YS14,N1
ONLX, due.to State and Local septic. variances.
Board,of Ilealth review and approvol is required for
any fullo a additions/rcno%<rtions/,iiierations to
sewage facilities and/or structaresldwelling.
Yarmouth [Ill I)cpar•tnlent
A�'I ROVE��i�� 1k-
�2 .Al
�asie Date
G -W ADJ. DATA:
WELL: MIW-29
ZONE: A
ADJ: 1.6'
30"
2.3'
120" I I -5.2'
GROUNDWATER @ 57"
UNSUITABLE
SOIL
lm �&�� I�llyd{ �
mitilil �ham�wPal l Nli Ian mm �6� ll {
OF
2 8 1 Z: i L A N I I F It )l A r uu"4'
Y"Milli""THA Ph �ll LJ
y
PREPARED FOR
F L Y N N T R OUR Zec"i N 00f M N E E
DATE: DECEMBER 1, 2017
REVISED: 12-7-17 (4 TO 3 BEDROOMS & SAS LOCATION)
REVISED: 1-2-18 (NOTE VARIANCES)
REVISED: 1-12-18 (SAS)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
Sgoy L fax 508-362-9880
EL I downcape.com
5
D do IO cane engineefing) inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-432 GEHRET.DWG