HomeMy WebLinkAbout19.108 - Title 5 Site Plan0.3'
PRECAST H-10
RISERS (TYP.)
2'0
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE
10.0' MINIMUM .75OF COVE�OVER ECAST
EL 3_1'
SYSTEM PROFILE
(NOT TO SCALE)
4"0SCH40 PVC
PIPES LEVEL IST
JOV
go°DODOOD°
6.°^^ } 6.7,
ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
1. DATUM IS NGVD
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
2% SLOPE REQUIRE VER SYSTEM 10.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
V7. -THIS -PLAN -I§ -FOR' -PROPOSED -'WORK -ONLY, -AND
NOT TO BE USED -FOR LOT- UNE -STAKING -OR 'ANY,
-OTHER PURPOSE.
24 QUICK4 LP STANDARD UNITS 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
4.5' OF HEALTH.
10 CONTRACTOR SHALL BE RESPONSIBLE FOR
I WATER -TEST
} 6" CRUSHED STONE OR MECHANICAL D'BOX FOR LEVELNESS
I� COMPACTION. (15.221 [2])
(1-% SLOPE) (-L% % SLOPE) (_L_% % SLOPE)
FOUNDATION- 21' ST/PC 55' D' BOX 7'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER- DANIEL A. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
DATE: 9/23/10
PERC. RATE _ < 2 MIN/INCH
CLASS-' SOILS
ELEV.
1
0" 9.5'
SAS DIMENSIONS
1'=20'
CALLING DIGSAFE (1-868-344-7233) AND
LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
USE ADJ. G -W AT EL. 1.9' WORK. SCALE 1"=2000'±
AREA TIDALLY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
INFLUENCED/TOWN SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP .19 PARCEL 108
PERMISSION PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE B AS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #250015
AND REMOVED OR PUMPED AND FILLED WITH CLEAN 0006D DATED REV. JULY 2, 1992
SAND.
VARIANCE REQUESTED UNDER MFC 15.405:
1h: REDUCTION IN SEPARATION TO G -W, 5' TO 4.5'
la: REDUCTION IN SETBACK, ST TO LOT LINE (10' TO 5')
tb: REDUCTION IN SETBACK, ST TO FNDN (10' TO 8')
BENCH MARK - CTR. OF
CATCH BASIN EL = 8.5'
A 'V LITTLE DIPPER LAIIE
LS.z9
10" 1OYR 3/2 9-z�,
B o - - 86.50' 91 .6
0. L a,
10YRS6 8 LOT 15 � 0 09g 9
26" / 7.3' 9.000± S.F. n
L
11 v `i `i 9.. 7 P.PINES
�\ . 9.99 OVERHANGIa o e' 8.82
(TYR)
G -W ADJ. DATA: 15.1' _ m I _ X0.1 ��� x9.85 >�8.90
C WELL MIW 29 9.78 I 8 n�
PERC ZONE: A
ADJ: 2.1' c� I ,
bo EXISTING 3BR I 24' I / �p s.
1
"' DWELLING 20.:i x .09
TOP FNDN. = 10.3' x 9. 5 10 LRG.
FLA
102" OBS. G -W 1,0' I 20' P.PINE
- PATO 1
EXISTING I x 10 9.07
3 \
MS INVERT EL. S.1'• N CRAB APPIE
/ x9.4Of \�
2.5Y 7/4 9.94 R -_
p 0 0 2 9. \,
120" -0.5' 70l//, J W L -9.63
rO s � �_ � N .9.24
110.03 2 / / a
SHED .OS
Permt ward for P.EPAM OF SEPTIC SYSTEM!
ONLY, do to State and l eeal wr4k werilat-s.
Mard of Nealt% review and a!rrroval is ra"zt4td Fr
any future addilns/renovatious/siterat!a^s M
aewaae faei!!lies and/or s:raetaresldwe!:.,v,,.
Yarmocth Flealtd '-partment
PROP. 1500 GAL ST
Scale: t"= 20'
0 10 20 30 40 50 FEET
\\SERVER\Land Projects 2007\10-208 BARRY\dwg\10-208 BARRY.dwg, 11/5/2010 4:31:55 PM, C -Arch (18"x24"),
1:1
'OSED ADDITION
DEEP BASEMEN
WATERUNE TO BE RE-ROUTED TO BE
GREATER THAN 10' FROM SEPTIC
COMPONENTS
SEPTIC TANK AND LEACHING
FACILITY ARE NOT DESIGNED
FOR VEHICLE LOADING
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)
(1-s-Zo)
DATE
DANIEL A. OJALA, P.E., P.L.S.
PROPOSED LOT COVERAGE: 20.77. t
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 110 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD.
QUICK 4 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)
STANDARD LOW PROFILE (LP) QUICK4 UNITS IN
FIELD CONFIGURATION SHOWN.
24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
(OK)
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
17 LITTLE DIPPER LANE
SOUTH YARMOUTH
PREPARED FOR
WILLIAM BARRY
OCTOBER 21, 2010
REV. 11/5/10 (REMOVE PUMP)
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, NX
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675 ;
10-208. D WG(SB O)
FILE COPY
U
1500 GAL H-10
14'
7 70'
TEE
SEPTIC TANK
TEE
GAS
BAF
EL 3_1'
SYSTEM PROFILE
(NOT TO SCALE)
4"0SCH40 PVC
PIPES LEVEL IST
JOV
go°DODOOD°
6.°^^ } 6.7,
ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
1. DATUM IS NGVD
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
2% SLOPE REQUIRE VER SYSTEM 10.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
V7. -THIS -PLAN -I§ -FOR' -PROPOSED -'WORK -ONLY, -AND
NOT TO BE USED -FOR LOT- UNE -STAKING -OR 'ANY,
-OTHER PURPOSE.
24 QUICK4 LP STANDARD UNITS 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
4.5' OF HEALTH.
10 CONTRACTOR SHALL BE RESPONSIBLE FOR
I WATER -TEST
} 6" CRUSHED STONE OR MECHANICAL D'BOX FOR LEVELNESS
I� COMPACTION. (15.221 [2])
(1-% SLOPE) (-L% % SLOPE) (_L_% % SLOPE)
FOUNDATION- 21' ST/PC 55' D' BOX 7'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER- DANIEL A. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
DATE: 9/23/10
PERC. RATE _ < 2 MIN/INCH
CLASS-' SOILS
ELEV.
1
0" 9.5'
SAS DIMENSIONS
1'=20'
CALLING DIGSAFE (1-868-344-7233) AND
LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
USE ADJ. G -W AT EL. 1.9' WORK. SCALE 1"=2000'±
AREA TIDALLY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
INFLUENCED/TOWN SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP .19 PARCEL 108
PERMISSION PROPOSED LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE B AS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #250015
AND REMOVED OR PUMPED AND FILLED WITH CLEAN 0006D DATED REV. JULY 2, 1992
SAND.
VARIANCE REQUESTED UNDER MFC 15.405:
1h: REDUCTION IN SEPARATION TO G -W, 5' TO 4.5'
la: REDUCTION IN SETBACK, ST TO LOT LINE (10' TO 5')
tb: REDUCTION IN SETBACK, ST TO FNDN (10' TO 8')
BENCH MARK - CTR. OF
CATCH BASIN EL = 8.5'
A 'V LITTLE DIPPER LAIIE
LS.z9
10" 1OYR 3/2 9-z�,
B o - - 86.50' 91 .6
0. L a,
10YRS6 8 LOT 15 � 0 09g 9
26" / 7.3' 9.000± S.F. n
L
11 v `i `i 9.. 7 P.PINES
�\ . 9.99 OVERHANGIa o e' 8.82
(TYR)
G -W ADJ. DATA: 15.1' _ m I _ X0.1 ��� x9.85 >�8.90
C WELL MIW 29 9.78 I 8 n�
PERC ZONE: A
ADJ: 2.1' c� I ,
bo EXISTING 3BR I 24' I / �p s.
1
"' DWELLING 20.:i x .09
TOP FNDN. = 10.3' x 9. 5 10 LRG.
FLA
102" OBS. G -W 1,0' I 20' P.PINE
- PATO 1
EXISTING I x 10 9.07
3 \
MS INVERT EL. S.1'• N CRAB APPIE
/ x9.4Of \�
2.5Y 7/4 9.94 R -_
p 0 0 2 9. \,
120" -0.5' 70l//, J W L -9.63
rO s � �_ � N .9.24
110.03 2 / / a
SHED .OS
Permt ward for P.EPAM OF SEPTIC SYSTEM!
ONLY, do to State and l eeal wr4k werilat-s.
Mard of Nealt% review and a!rrroval is ra"zt4td Fr
any future addilns/renovatious/siterat!a^s M
aewaae faei!!lies and/or s:raetaresldwe!:.,v,,.
Yarmocth Flealtd '-partment
PROP. 1500 GAL ST
Scale: t"= 20'
0 10 20 30 40 50 FEET
\\SERVER\Land Projects 2007\10-208 BARRY\dwg\10-208 BARRY.dwg, 11/5/2010 4:31:55 PM, C -Arch (18"x24"),
1:1
'OSED ADDITION
DEEP BASEMEN
WATERUNE TO BE RE-ROUTED TO BE
GREATER THAN 10' FROM SEPTIC
COMPONENTS
SEPTIC TANK AND LEACHING
FACILITY ARE NOT DESIGNED
FOR VEHICLE LOADING
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)
(1-s-Zo)
DATE
DANIEL A. OJALA, P.E., P.L.S.
PROPOSED LOT COVERAGE: 20.77. t
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 110 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD.
QUICK 4 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)
STANDARD LOW PROFILE (LP) QUICK4 UNITS IN
FIELD CONFIGURATION SHOWN.
24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF
(OK)
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
17 LITTLE DIPPER LANE
SOUTH YARMOUTH
PREPARED FOR
WILLIAM BARRY
OCTOBER 21, 2010
REV. 11/5/10 (REMOVE PUMP)
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, NX
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675 ;
10-208. D WG(SB O)
FILE COPY