HomeMy WebLinkAboutEngineered Plan - 2014ALL SYSTEM COMPONENTS SHALL BE
NOTES
CALLING DIGSAFE (1-888-344-7233) AND
SEPTIC TANK/ ' LEACHING USE ADJ. WATER AT EL. 4.1
FOUNDATION 10 -PUMP CHAMBER 54 D BOX 8 FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD. UTILITIES PRIOR TO COMMENCEMENT OF ^ MAP M/�
WORK. LOCUS AP
*THE' INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE "
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROP. WATERTIGHT COVER TO GRADE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 26 PARCEL 73
EXISTING LEACHING FACILITY ' SHALL B
E PUMPED
.ACCESS FOR ROUTINE MAINTENANCE PROVIDE QUICK DISCONNECT FOR .PUMP BUOYANCY CALCULATIONS:: 12. LOCUS IS WITHIN .FEMA FLOOD .ZONE A9 EL
MUST BE PROVIDED FOR EFFLUENT AND REMOVED OR PUMPED AND FILLED WITH CLEAN
. N COMMUNITY PANEL
FILTER. INSTALLER MUST FOLLOW ALL 2500 GAL. H-10 TANK WGT. 22,560 LBS SAND. 10 AS SHOWN O
MANUFACTURER'S SPECIFICATIONS FOR
13. CONTRACTOR TO CONFIRM SUITABILITY OF #250015` 0006D DATED REV JULY 2, 1992
PROPER FILTER INSTALLATION NOTE: boot GAL RESERVE
PROVIDED IN PC 2.2, x 11.8 x 6.33 x 62.4 = 10,254 LBS UP (OK) ELECTRICAL SYSTEM FOR PUMP INSTALLATION
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.9' S1•
STET V 1 DESIGN:
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
TUF-TTE'EF 4 SLOPE To oRAw BACK GARBAGE DISPOSER IS NOT ALLOWED
OR EQ. FILTER 14 TEE
FLOAT SWITCH ALARM ON WITH GAS DEFLECTOR ' WEEP HOLE
oo cAL: MI . EXISTING 4 BEDROOM DWELLING
PUMP ON CHECK VALVE
SETTINGS: " t5THIS SIDE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
4" WORKING RANGE 4 OF BAFFLE MYERS SRM 4
4" 6.8' SUBMERSIBLE 4/10 HP PUMP USE A 440 GPD DESIGN FLOW
PUMP OFF i2" SYSTEM (OR EQUAL)
(ON BLOCK)
4 DOSES PER DAY AT 110 GAL. PER 00000 OO000000 0000 0000 SEPTIC TANK: 440 GPD (2) = 880
DOSE (4 WORKING RANGE) 6" BAFFLE
USE H-10 2500 GAL SEPTIC- TANK/PUMP CHAMBER COMBINATION
2
500 GAL.11 ` H-10 SEPTIC TANK PUMP CHAMBER COMBINATION x 11.13
WATERPROOF/WATERTIGHT 9 77 100.00'
w. LEACHING: _.
, . /
4
(Nor TO SCALE) - - .73 SF/LF x 4 LENGTH 18.92 SF PER �
C_ x �72 x 10.56 11 -� QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
U,
CONFIGURATION
HED
X 2 \ - 440 GPD/0.74 GPD/SF = 595 SF LEACHING
, EXISTING DWELL .9� REQ 10.43 ,
T HOLE LOGS ,4.5 x D
TES _ EXIST. SAS I 10.51
8
6
ONSALVES SE - 1 BENCHMARK. SLAB 595 SF 18.92 SF UNIT =, 31.5 `UNITS
ENGINEER: DANIEL E. G O ,0 -'
ELEVATION AT �
PHIL RENAUD 11. 2 ENTRANCE 11.9'
WITNESS. 9.6 w- THEREFORE, USE GRAVELLESS SYSTEM OF (32)
DECEMBER 19 2013 �'
DATE: DE � �0 8 � QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
x 11. 2 x 11.28 x 10. CONFIGURATION SHOWN
PERC. RATE < 2 MIN/INCH L '
� _ 448 GPD
111.2 32 UNITS x 18.92 605 SF (0.74) (OK)
CLASS I SOILS I
J PAVED � 1
(t 1 .20
ELEV. O o w DRIVEWA - _..1 1 1134'
ELEV. 2 P 1. gRIC
ALK_l
I
0" 10.8' 0".
� 10.8' _ /�i x 975- 4 . .
_ MA
I
0.72 10.79 APPROVED DATE BOARD OF HEALTH
FILL FILL
3
7 1�.
9" I .96 10:60 01 1 8 " 1 1.18 0.59
9 ,
A A i 11 0.58 / �
�. TITLE 5 SITE PLAN
LS LS ,
x 1 68 �
1OYR 3/2 1OYR 3/2 'o OF 8g.
16" 16 I
s
.50
0.57 x v �7 p p
B B PROP. VENT WITH CHARCOAL FILTER °M.T� , 24O SOUTH SHORE DRIVE
AND: BUGSCREEN (FINAL PLACEMENT BY I O iV F
MS MS CONTRACTOR WITH HOMEOWNER m y �S --o LOT 34 SOUTH rl i /`1RIVIOUT
L1
1 rl
0 9,477 t SF
1OYR 4/6 1OYR 4/6 CONSULTATION) m °A6 a8 -/ 1V e Date
„ 8.6 26 8.6 10.30 97
26 5' REMOVAL OF PREPARED FOR
C A: k 89 / UNSUITABLE SOIL
C GROUNDWATER ADJUSTMENT DATA: o.z2 �
WELL: MIW 29 / V REQUIRED AROUND MARC & LINDA PERLIN
4 / PERIMETER OF SAS
ZONE: A, I� r:r h
MS ADJ. r ^,�
MS 2.3 (DEC.)
PERI JUNE 13 2014
,
.• , .! y .
-140
L7:1, R,a pa rH off 508-362-4541
108
OBS. WATER 1'.8 108 OBS. WATER 1.8' fax 508-362-9880
O ".. e downca e.com
10YR 6/6 10YR 6/6
P
sr��.
. -
down cape ea eernl,qc0.8 0.8'120"120
NO GROUNDWATER ENCOUNTERED _ate
civil engineers
Scale: 1 �g land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET
S STEIVI PhOrILE
MARKED WITH
MAGNETIC TAPE OR
e4
e� ocus
5�
Mrn
o
i
COMPARABLE
MEANS FOR FUTURE LOCATION.
2
Cb
c
(NOT TO SCALE)
ti s
1. DATUM IS NGVD 29
oto
PROVIDE WATERTIGHT C.I.
-b 5
0 0
m•
cUS a
a
FIRST EL. EL. 12.5' ACCESS COVERS TO FIN. GRADE
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH' GRADE
2.' MUNICIPAL WATER IS EXISTING
.
\
TOP FOUND. ` EL. 11:7 '
j
3. MINIMUM PIPE PITCH TO BE 1/8" PER -FOOT.
1 1.02%
I-�
SLOPE
MINIMUM
REQUIRED OVER SYSTEM
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
.
PRECAST H-10
UNITS TO BE AASHO H-10
RISERS (TYP.)
..
2'0
4"OSCH40 PVC
2'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
P. TEE
PIPES LEVEL 1ST
10.1'
:..
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
�*8
-
WITH 310 CMR 15.000 (TITLE 5.)
EXIST. 7.9
10 2500 GAL H-10
TEE
7.65
9.77'
- `'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
SEPTIC TANK/
o O o O O o
000000000000 0.67'
NOT TO BE USED FOR LOT LINE STAKING OR ANY
y
PUMP CHAMBER
:;
�00000'0�0�
9.1'
OTHER PURPOSE.
".
COMBINATION
,�
�
10.0
9.83'
.....
.:
: (SEE DETAIL)
40 QUICK4 INFILTRATOR UNITS
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
`
(NO STONE PROPOSED)
00 000°°°000oO00000000
0 0o0o0o0000001O
0 0
0000000O0o
9. COMPONENTS NOT TO BE BACKFILLED OROOoo0000000
O^DO.O��OO(OO
5'MIN.
CONCEALED WITHOUT INSPECTION BY BOARD OF
2( %SLOPE)
' HED
� 6" CRUS
STONE OR MECHANICAL
-
HEALTH AND PERMISSION OBTAINED FROM BOARD
COMPACTION.
2
(15.221 [ ]) WATERTEST D BOX FOR LEVELNESS
OF HEALTH.
1 % SLOPE
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
SEPTIC TANK/ ' LEACHING USE ADJ. WATER AT EL. 4.1
FOUNDATION 10 -PUMP CHAMBER 54 D BOX 8 FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD. UTILITIES PRIOR TO COMMENCEMENT OF ^ MAP M/�
WORK. LOCUS AP
*THE' INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE "
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROP. WATERTIGHT COVER TO GRADE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 26 PARCEL 73
EXISTING LEACHING FACILITY ' SHALL B
E PUMPED
.ACCESS FOR ROUTINE MAINTENANCE PROVIDE QUICK DISCONNECT FOR .PUMP BUOYANCY CALCULATIONS:: 12. LOCUS IS WITHIN .FEMA FLOOD .ZONE A9 EL
MUST BE PROVIDED FOR EFFLUENT AND REMOVED OR PUMPED AND FILLED WITH CLEAN
. N COMMUNITY PANEL
FILTER. INSTALLER MUST FOLLOW ALL 2500 GAL. H-10 TANK WGT. 22,560 LBS SAND. 10 AS SHOWN O
MANUFACTURER'S SPECIFICATIONS FOR
13. CONTRACTOR TO CONFIRM SUITABILITY OF #250015` 0006D DATED REV JULY 2, 1992
PROPER FILTER INSTALLATION NOTE: boot GAL RESERVE
PROVIDED IN PC 2.2, x 11.8 x 6.33 x 62.4 = 10,254 LBS UP (OK) ELECTRICAL SYSTEM FOR PUMP INSTALLATION
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.9' S1•
STET V 1 DESIGN:
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
TUF-TTE'EF 4 SLOPE To oRAw BACK GARBAGE DISPOSER IS NOT ALLOWED
OR EQ. FILTER 14 TEE
FLOAT SWITCH ALARM ON WITH GAS DEFLECTOR ' WEEP HOLE
oo cAL: MI . EXISTING 4 BEDROOM DWELLING
PUMP ON CHECK VALVE
SETTINGS: " t5THIS SIDE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
4" WORKING RANGE 4 OF BAFFLE MYERS SRM 4
4" 6.8' SUBMERSIBLE 4/10 HP PUMP USE A 440 GPD DESIGN FLOW
PUMP OFF i2" SYSTEM (OR EQUAL)
(ON BLOCK)
4 DOSES PER DAY AT 110 GAL. PER 00000 OO000000 0000 0000 SEPTIC TANK: 440 GPD (2) = 880
DOSE (4 WORKING RANGE) 6" BAFFLE
USE H-10 2500 GAL SEPTIC- TANK/PUMP CHAMBER COMBINATION
2
500 GAL.11 ` H-10 SEPTIC TANK PUMP CHAMBER COMBINATION x 11.13
WATERPROOF/WATERTIGHT 9 77 100.00'
w. LEACHING: _.
, . /
4
(Nor TO SCALE) - - .73 SF/LF x 4 LENGTH 18.92 SF PER �
C_ x �72 x 10.56 11 -� QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
U,
CONFIGURATION
HED
X 2 \ - 440 GPD/0.74 GPD/SF = 595 SF LEACHING
, EXISTING DWELL .9� REQ 10.43 ,
T HOLE LOGS ,4.5 x D
TES _ EXIST. SAS I 10.51
8
6
ONSALVES SE - 1 BENCHMARK. SLAB 595 SF 18.92 SF UNIT =, 31.5 `UNITS
ENGINEER: DANIEL E. G O ,0 -'
ELEVATION AT �
PHIL RENAUD 11. 2 ENTRANCE 11.9'
WITNESS. 9.6 w- THEREFORE, USE GRAVELLESS SYSTEM OF (32)
DECEMBER 19 2013 �'
DATE: DE � �0 8 � QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
x 11. 2 x 11.28 x 10. CONFIGURATION SHOWN
PERC. RATE < 2 MIN/INCH L '
� _ 448 GPD
111.2 32 UNITS x 18.92 605 SF (0.74) (OK)
CLASS I SOILS I
J PAVED � 1
(t 1 .20
ELEV. O o w DRIVEWA - _..1 1 1134'
ELEV. 2 P 1. gRIC
ALK_l
I
0" 10.8' 0".
� 10.8' _ /�i x 975- 4 . .
_ MA
I
0.72 10.79 APPROVED DATE BOARD OF HEALTH
FILL FILL
3
7 1�.
9" I .96 10:60 01 1 8 " 1 1.18 0.59
9 ,
A A i 11 0.58 / �
�. TITLE 5 SITE PLAN
LS LS ,
x 1 68 �
1OYR 3/2 1OYR 3/2 'o OF 8g.
16" 16 I
s
.50
0.57 x v �7 p p
B B PROP. VENT WITH CHARCOAL FILTER °M.T� , 24O SOUTH SHORE DRIVE
AND: BUGSCREEN (FINAL PLACEMENT BY I O iV F
MS MS CONTRACTOR WITH HOMEOWNER m y �S --o LOT 34 SOUTH rl i /`1RIVIOUT
L1
1 rl
0 9,477 t SF
1OYR 4/6 1OYR 4/6 CONSULTATION) m °A6 a8 -/ 1V e Date
„ 8.6 26 8.6 10.30 97
26 5' REMOVAL OF PREPARED FOR
C A: k 89 / UNSUITABLE SOIL
C GROUNDWATER ADJUSTMENT DATA: o.z2 �
WELL: MIW 29 / V REQUIRED AROUND MARC & LINDA PERLIN
4 / PERIMETER OF SAS
ZONE: A, I� r:r h
MS ADJ. r ^,�
MS 2.3 (DEC.)
PERI JUNE 13 2014
,
.• , .! y .
-140
L7:1, R,a pa rH off 508-362-4541
108
OBS. WATER 1'.8 108 OBS. WATER 1.8' fax 508-362-9880
O ".. e downca e.com
10YR 6/6 10YR 6/6
P
sr��.
. -
down cape ea eernl,qc0.8 0.8'120"120
NO GROUNDWATER ENCOUNTERED _ate
civil engineers
Scale: 1 �g land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET
0�'
e4
e� ocus
5�
Mrn
o
v
W7/o St
2
Cb
c
R°ate
ti s
oto
a
-b 5
0 0
m•
cUS a
a
or �
Of o�
e
Nantucket
Sound
s°
CALLING DIGSAFE (1-888-344-7233) AND
SEPTIC TANK/ ' LEACHING USE ADJ. WATER AT EL. 4.1
FOUNDATION 10 -PUMP CHAMBER 54 D BOX 8 FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD. UTILITIES PRIOR TO COMMENCEMENT OF ^ MAP M/�
WORK. LOCUS AP
*THE' INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
11. ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE "
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROP. WATERTIGHT COVER TO GRADE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 26 PARCEL 73
EXISTING LEACHING FACILITY ' SHALL B
E PUMPED
.ACCESS FOR ROUTINE MAINTENANCE PROVIDE QUICK DISCONNECT FOR .PUMP BUOYANCY CALCULATIONS:: 12. LOCUS IS WITHIN .FEMA FLOOD .ZONE A9 EL
MUST BE PROVIDED FOR EFFLUENT AND REMOVED OR PUMPED AND FILLED WITH CLEAN
. N COMMUNITY PANEL
FILTER. INSTALLER MUST FOLLOW ALL 2500 GAL. H-10 TANK WGT. 22,560 LBS SAND. 10 AS SHOWN O
MANUFACTURER'S SPECIFICATIONS FOR
13. CONTRACTOR TO CONFIRM SUITABILITY OF #250015` 0006D DATED REV JULY 2, 1992
PROPER FILTER INSTALLATION NOTE: boot GAL RESERVE
PROVIDED IN PC 2.2, x 11.8 x 6.33 x 62.4 = 10,254 LBS UP (OK) ELECTRICAL SYSTEM FOR PUMP INSTALLATION
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.9' S1•
STET V 1 DESIGN:
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
TUF-TTE'EF 4 SLOPE To oRAw BACK GARBAGE DISPOSER IS NOT ALLOWED
OR EQ. FILTER 14 TEE
FLOAT SWITCH ALARM ON WITH GAS DEFLECTOR ' WEEP HOLE
oo cAL: MI . EXISTING 4 BEDROOM DWELLING
PUMP ON CHECK VALVE
SETTINGS: " t5THIS SIDE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
4" WORKING RANGE 4 OF BAFFLE MYERS SRM 4
4" 6.8' SUBMERSIBLE 4/10 HP PUMP USE A 440 GPD DESIGN FLOW
PUMP OFF i2" SYSTEM (OR EQUAL)
(ON BLOCK)
4 DOSES PER DAY AT 110 GAL. PER 00000 OO000000 0000 0000 SEPTIC TANK: 440 GPD (2) = 880
DOSE (4 WORKING RANGE) 6" BAFFLE
USE H-10 2500 GAL SEPTIC- TANK/PUMP CHAMBER COMBINATION
2
500 GAL.11 ` H-10 SEPTIC TANK PUMP CHAMBER COMBINATION x 11.13
WATERPROOF/WATERTIGHT 9 77 100.00'
w. LEACHING: _.
, . /
4
(Nor TO SCALE) - - .73 SF/LF x 4 LENGTH 18.92 SF PER �
C_ x �72 x 10.56 11 -� QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
U,
CONFIGURATION
HED
X 2 \ - 440 GPD/0.74 GPD/SF = 595 SF LEACHING
, EXISTING DWELL .9� REQ 10.43 ,
T HOLE LOGS ,4.5 x D
TES _ EXIST. SAS I 10.51
8
6
ONSALVES SE - 1 BENCHMARK. SLAB 595 SF 18.92 SF UNIT =, 31.5 `UNITS
ENGINEER: DANIEL E. G O ,0 -'
ELEVATION AT �
PHIL RENAUD 11. 2 ENTRANCE 11.9'
WITNESS. 9.6 w- THEREFORE, USE GRAVELLESS SYSTEM OF (32)
DECEMBER 19 2013 �'
DATE: DE � �0 8 � QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN FIELD
x 11. 2 x 11.28 x 10. CONFIGURATION SHOWN
PERC. RATE < 2 MIN/INCH L '
� _ 448 GPD
111.2 32 UNITS x 18.92 605 SF (0.74) (OK)
CLASS I SOILS I
J PAVED � 1
(t 1 .20
ELEV. O o w DRIVEWA - _..1 1 1134'
ELEV. 2 P 1. gRIC
ALK_l
I
0" 10.8' 0".
� 10.8' _ /�i x 975- 4 . .
_ MA
I
0.72 10.79 APPROVED DATE BOARD OF HEALTH
FILL FILL
3
7 1�.
9" I .96 10:60 01 1 8 " 1 1.18 0.59
9 ,
A A i 11 0.58 / �
�. TITLE 5 SITE PLAN
LS LS ,
x 1 68 �
1OYR 3/2 1OYR 3/2 'o OF 8g.
16" 16 I
s
.50
0.57 x v �7 p p
B B PROP. VENT WITH CHARCOAL FILTER °M.T� , 24O SOUTH SHORE DRIVE
AND: BUGSCREEN (FINAL PLACEMENT BY I O iV F
MS MS CONTRACTOR WITH HOMEOWNER m y �S --o LOT 34 SOUTH rl i /`1RIVIOUT
L1
1 rl
0 9,477 t SF
1OYR 4/6 1OYR 4/6 CONSULTATION) m °A6 a8 -/ 1V e Date
„ 8.6 26 8.6 10.30 97
26 5' REMOVAL OF PREPARED FOR
C A: k 89 / UNSUITABLE SOIL
C GROUNDWATER ADJUSTMENT DATA: o.z2 �
WELL: MIW 29 / V REQUIRED AROUND MARC & LINDA PERLIN
4 / PERIMETER OF SAS
ZONE: A, I� r:r h
MS ADJ. r ^,�
MS 2.3 (DEC.)
PERI JUNE 13 2014
,
.• , .! y .
-140
L7:1, R,a pa rH off 508-362-4541
108
OBS. WATER 1'.8 108 OBS. WATER 1.8' fax 508-362-9880
O ".. e downca e.com
10YR 6/6 10YR 6/6
P
sr��.
. -
down cape ea eernl,qc0.8 0.8'120"120
NO GROUNDWATER ENCOUNTERED _ate
civil engineers
Scale: 1 �g land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET