HomeMy WebLinkAboutEngineered Plan - 2017LEGEND
PROP. WATERTIGHT COVER TO GRADE
SYSTEM DESIGN:
.99-
EXISTING CONTOUR
PROVIDE QUICK DISCONNECT FOR PUMP
X 99•
EXIST. SPOT ELEV.
GARBAGE DISPOSER IS NOT ALLOWED
-[99]-
PROPOSED CONTOUR
EXISTING 2 BEDROOM DWELLING
198.4]
PROPOSED SPOT EL.
DESIGN FLOW: 2 BEDROOMS @ 110 GPD =, 220 GPD
THt
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) PROVIDE INSPECTION PORTS TO
GRADE
2" PRESSURE LINE
220 GAL.+
TEST HOLE
USE A 220 GPD DESIGN FLOW .
276,
SLOPE OF GROUND
SEPTIC TANK: 220 GPD (2) = 440
SETTINGS: PUMP ON
UTILITY POLE
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
MYERS SRM 4
i
ADD 1000 GAL. PUMP CHAMBER
��"�
FIRE-HYDRAN
LEACHING:
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
2'0 NOTE: 2" MIN. WALL
('NOT TO SCALE)
4.73 SF/LF x 4' LENGTH = 18.92 SF PER
PRECAST H-10 THICKNESS REQUIRED
QUICK4 PLUS STANDARD LP UNIT
+..
Permit valid for Rta'Alld trt SEvrIC SYS'TF.m
330 GPD/0.74 GPD/SF = 446 SF LEACHING
RISERS (TYP.) 4" OSCH40 PVC
7.56'
REQ'D
*'
+
446 SF/18.92 SF/UNIT = 23.6 UNITS
2'
THEREFORE, USE GRAVELLESS SYSTEM OF (24)
APPI LOVE , cam•
QUICK4 PLUS STANDARD LP UNITS IN FIELD
7
TEE SEPTIC TANK TEE10"
*q'g,
CONFIGURATION OF 4 ROWS OF 6 UNITS
1000 GAL H-20 EE
7,21'
24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF
4.10'
454 SF (0.74) = 336 GPD (OK)
DCE # 17-385
, MA
APPROVED DATE BOARD OF HEALTH
V--
ECTALL PLUMBING
/ Q / INTO EXISTING SEPTIC TANK,
Q SLEEVE SEWER LINE WHERE
WITHIN 10' TO WATER
/ SERVICE
/ o /
0
/ GRAVEL
PROVIDE 100' OF 40 MIL LINER AT 5'
OFF SAS IN AREA SHOWN. TOP AT
ELEV. 7.6', BOTTOM AT EL. 3.6'±
0y
F
DOWN TO SUITABLE SOIL LAYER. REPLACE
\� WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
*THE INSTALLER SHALL VERIFY THE H-20 1000 GAL. PC WEIGHS 14,500 LBS
LOCATIONS OF ALL UTILITIES AND ALL 3.58' x 9.0 x 5.25 X 62.4 = 10,555 LBS UP (OK)
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY NOTES
PORTION OF SEPTIC SYSTEM
11. DATUM IS NAVD 88
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC
TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY
FOR RE -USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
FLOOR PLAN
NOT TO SCALE
PROP. WATERTIGHT COVER TO GRADE
ALL SYSTEM COMPONENTS SHALL BE
TO BE INSTALLED. INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
SYSTEM
ARKEDMAGNETIC TAPE OR
PROFILE COMPARABLEH
SEPARATE CIRCUIT FROM PUMP
I
6.0'
MEANS FOR FUTURE LOCATION.
INS . IN 4.10
NO LOW POINTS
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) PROVIDE INSPECTION PORTS TO
GRADE
2" PRESSURE LINE
220 GAL.+
SLOPE TO DRAIN BACK TO PC
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
WITHIN 3" OF FINISH
\ TOP FOUND. EL. 6.8'
0.25" WEEP HOLES
SETTINGS: PUMP ON
CHECK VALVE
8„
4" WORKING RANGE
MYERS SRM 4
i
SUBMERSIBLE 4/10 HP PUMP
MINIMUM .75' OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM 8.4
..
2'0 NOTE: 2" MIN. WALL
('NOT TO SCALE)
WATERPROOF/WATERTIGHT
l
PRECAST H-10 THICKNESS REQUIRED
+..
Permit valid for Rta'Alld trt SEvrIC SYS'TF.m
RISERS (TYP.) 4" OSCH40 PVC
7.56'
EXISTING
*'
+
s" MIN. SUMP PIPES LEVEL 1ST
12" MIN. INT. DIM.
2'
10" **EXISTING 14"
APPI LOVE , cam•
7
TEE SEPTIC TANK TEE10"
*q'g,
Name. Date`
1000 GAL H-20 EE
7,21'
4.10'
TEE PUMP CHAMBER
GAS BAFFLE�-�
WATERTEST D'BOX
0.28
`-
°;� R-LEVELtE
SEE DETAIL BELOW
3'
7.48' 7.31'
QUICK4 PLUS STANDARD LOW PROFILE UNITS
o°o°o°°o°°o°°oo°o°O°o°o°o°o°Oo°O°o°o°O°o°°o°°o°o°Ou0000°o`oo
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 11.33'
REMOVE EXISTING GREY -WATER PIT
!
�0000°,00�o�o�o,sono°o°o°000no�o�o�o°o�000°o°o.
STONE PROPOSED)
AND CONNECT ALL PLUMBING INTO
I�(NO
6" CRUSHED STONE OR MECHANICAL
4>
EXISTING SEPTIC TANK
COMPACTION. (15.221 [2])
(2'5% SLOPE)
(1
SLOPE}
'.'
LOW PROFILE
FOUNDATION
EXISTING SEPTIC TANK
6'
PUMP CHAMBER -31' D' BOX
LEACHING
6' FACILITY ADJUSTED GROUNDWATER EL. 2.93'
BUOYANCY CALCS. I`
`I
, MA
APPROVED DATE BOARD OF HEALTH
V--
ECTALL PLUMBING
/ Q / INTO EXISTING SEPTIC TANK,
Q SLEEVE SEWER LINE WHERE
WITHIN 10' TO WATER
/ SERVICE
/ o /
0
/ GRAVEL
PROVIDE 100' OF 40 MIL LINER AT 5'
OFF SAS IN AREA SHOWN. TOP AT
ELEV. 7.6', BOTTOM AT EL. 3.6'±
0y
F
DOWN TO SUITABLE SOIL LAYER. REPLACE
\� WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
*THE INSTALLER SHALL VERIFY THE H-20 1000 GAL. PC WEIGHS 14,500 LBS
LOCATIONS OF ALL UTILITIES AND ALL 3.58' x 9.0 x 5.25 X 62.4 = 10,555 LBS UP (OK)
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY NOTES
PORTION OF SEPTIC SYSTEM
11. DATUM IS NAVD 88
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC
TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY
FOR RE -USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
FLOOR PLAN
NOT TO SCALE
2. MUNICIPAL WATER ISXIS STING
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q (H-10 LEACHING)
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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED �ND, FILLED WITH , CLEAN SAND.
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
Op L occas
'ICY
Lewis
5.0' Lewis Pond h�
Bay
Gfe�ond
Nantucket
Sound
I"
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 17 PARCEL 136/C25
LOCUS IS COTTAGE NUMBER 25 AT THE
SOUTH SEA VILLAGE CONDOMINIUMS LOCATED
AT 184 SOUTH SEA AVENUE.
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11
(1% ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001C0588J
DATED 7/16/2014
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNFSS• PHIL RENAUD
DATE: 11/11/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
0" 1 5.1'
A
LS
91, 1OYR 3/2
B
LS
18" 1OYR 4/6 3.6'
C
MS
1OYR 7/4
G -W ADJ. DATA:
TIDALLY INFLUENCED
84" I I =1.9'
GROUNDWATER @ 26" EL. 2.93'
TITLE 5 S1T't`=m PLAN
OF
184 SOUTH SEA AVENUE #25
WEST YARMOUTH, MA_
PREPARED FOR
JOHN ELIAS
DATE: NOVEMBER 16, 2017
Scale:1 "= 20'
`Or b r=a
N r M�Ssq n ' h OF o� &f,4S,
DANIEL =�ya� qcy 0 10 20 30 40 50 FEET
NIEL A.
m.
4' G OJALA OJALA N,
No. 40980 CIVILoff 508-362-4541
o a�P No.46502 fax 508-362-9880
SES S� A': ��'
q� yo , ;::oma �cisTE�` I downcape.com
.\ D SUR��y = pSt N /�
�_' TONAL 00W catte engineering, enc.
civil engineers
.� land surveyors
93.E Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675
17-385 ELIAS.DWG
PROP. WATERTIGHT COVER TO GRADE
ALARM AND CONTROL PANEL
TO BE INSTALLED. INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
I
6.0'
INS . IN 4.10
NO LOW POINTS
1000 GAL. H-20 S/
2" PRESSURE LINE
220 GAL.+
SLOPE TO DRAIN BACK TO PC
ALARM ON RESERVE
FLOAT SWITCH (
0.25" WEEP HOLES
SETTINGS: PUMP ON
CHECK VALVE
8„
4" WORKING RANGE
MYERS SRM 4
4"
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 8"
SYSTEM (OR EQUAL)
i
j o00 00 000 0 0 0000
PUMP CHAMBER
('NOT TO SCALE)
WATERPROOF/WATERTIGHT
l
Permit valid for Rta'Alld trt SEvrIC SYS'TF.m
ONLY, due to State and I "cal septic variances.
I,
Boartf.of flealth revie•« and ;ippioval is required for
any future additions/ren,„,,tionsialterations to
sewage facilities anti/or structu, cshhs elling.
Yarmouth 4lealth I)epartment
APPI LOVE , cam•
7
Name. Date`
2. MUNICIPAL WATER ISXIS STING
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q (H-10 LEACHING)
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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED �ND, FILLED WITH , CLEAN SAND.
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
Op L occas
'ICY
Lewis
5.0' Lewis Pond h�
Bay
Gfe�ond
Nantucket
Sound
I"
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 17 PARCEL 136/C25
LOCUS IS COTTAGE NUMBER 25 AT THE
SOUTH SEA VILLAGE CONDOMINIUMS LOCATED
AT 184 SOUTH SEA AVENUE.
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11
(1% ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001C0588J
DATED 7/16/2014
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNFSS• PHIL RENAUD
DATE: 11/11/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
0" 1 5.1'
A
LS
91, 1OYR 3/2
B
LS
18" 1OYR 4/6 3.6'
C
MS
1OYR 7/4
G -W ADJ. DATA:
TIDALLY INFLUENCED
84" I I =1.9'
GROUNDWATER @ 26" EL. 2.93'
TITLE 5 S1T't`=m PLAN
OF
184 SOUTH SEA AVENUE #25
WEST YARMOUTH, MA_
PREPARED FOR
JOHN ELIAS
DATE: NOVEMBER 16, 2017
Scale:1 "= 20'
`Or b r=a
N r M�Ssq n ' h OF o� &f,4S,
DANIEL =�ya� qcy 0 10 20 30 40 50 FEET
NIEL A.
m.
4' G OJALA OJALA N,
No. 40980 CIVILoff 508-362-4541
o a�P No.46502 fax 508-362-9880
SES S� A': ��'
q� yo , ;::oma �cisTE�` I downcape.com
.\ D SUR��y = pSt N /�
�_' TONAL 00W catte engineering, enc.
civil engineers
.� land surveyors
93.E Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675
17-385 ELIAS.DWG
1
i
2. MUNICIPAL WATER ISXIS STING
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q (H-10 LEACHING)
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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED �ND, FILLED WITH , CLEAN SAND.
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
Op L occas
'ICY
Lewis
5.0' Lewis Pond h�
Bay
Gfe�ond
Nantucket
Sound
I"
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 17 PARCEL 136/C25
LOCUS IS COTTAGE NUMBER 25 AT THE
SOUTH SEA VILLAGE CONDOMINIUMS LOCATED
AT 184 SOUTH SEA AVENUE.
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11
(1% ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001C0588J
DATED 7/16/2014
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNFSS• PHIL RENAUD
DATE: 11/11/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
0" 1 5.1'
A
LS
91, 1OYR 3/2
B
LS
18" 1OYR 4/6 3.6'
C
MS
1OYR 7/4
G -W ADJ. DATA:
TIDALLY INFLUENCED
84" I I =1.9'
GROUNDWATER @ 26" EL. 2.93'
TITLE 5 S1T't`=m PLAN
OF
184 SOUTH SEA AVENUE #25
WEST YARMOUTH, MA_
PREPARED FOR
JOHN ELIAS
DATE: NOVEMBER 16, 2017
Scale:1 "= 20'
`Or b r=a
N r M�Ssq n ' h OF o� &f,4S,
DANIEL =�ya� qcy 0 10 20 30 40 50 FEET
NIEL A.
m.
4' G OJALA OJALA N,
No. 40980 CIVILoff 508-362-4541
o a�P No.46502 fax 508-362-9880
SES S� A': ��'
q� yo , ;::oma �cisTE�` I downcape.com
.\ D SUR��y = pSt N /�
�_' TONAL 00W catte engineering, enc.
civil engineers
.� land surveyors
93.E Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675
17-385 ELIAS.DWG