HomeMy WebLinkAboutEngineer Plans - 2021-_
99-
EXISTING CONTOUR
PRECAST H-10
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
RISERS (TVP.)
2'0
PEI
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTE)MLE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM
NOTE: 2" MIN. WALL
THICKNESS REQUIRED BLOCKS OR
4"oSCH40 PVC MORTAR ALL PRECAST RISERS
6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H 10
• 12" MIN. INT. DIM. 4 (TYP.) 7 2'
**EXISTING ENDS SIDES 30.3'
LI 10" 1500 GAL H-10 14" :..,.. ... .... eveee.
TEE SEPTIC TANK TEE v ®®®®
30.66'* 000000 0000 WATERTEST D'BOX
o°o°0°00000 O
GAS BAFFLE :; +.00 moo_ FOR LEVELNESS o 0 00000°0°
°°°o ®®®®®®®®®®C� ®®®®®®®®O®® ° °°°° 27.47'
, °°o°° °o°o°o
4' LIQ. LEVEL (ACME OR EQUAL),-. 2987 29.7' •°o °°°° ' }
oo°opo �o�o�°00,0°,°0�°000000° `H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST. OR EQUAL.
00
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (6) UNITS REQUIRED
AROUND ENDS AND 2' MIN. AROUND SIDES CONCRETE STRUCTURE
} 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 59.0' X 8.83'
I. COMPACTION. (15.221 [2])
�/ EXST. (_1% SLOPE) (-!-% SLOPE)
FOUNDATION` > SEPTIC TANK 65' D' BOX 25' -
EXST.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
CLASS I SOILS
TEST HOLE
2>
SLOPE OF GROUND
o" 33.3'
UTILITY POLE
r
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAVANG
LEACHING
FACILITY
"INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1500 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE BENCH MARK - CORNER OF
CONDITIONS IF NOT SUITABLE TILE PATIO. ELEVATION = 35.1
Pewit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local sepoc vitria11COL
Board of Health review and opprovil is required for
ray' future additions/renovationslaltentioas iol
sewrSe facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
PATI(A
/:
TEST HOLE
LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE,
RS
DATE: 8/19/15
..
1OYR 3/1
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
i
o" 33.3'
MS
1
NO GROUNDWATER ENCOUNTERED
DICE ##20-391
33
cqA�
Scale: 1 "= 20'
tater � �
0 10 20 30 40 50 FEET
16" WH.
32
��
32
9
606
N
Q0 h
Q
3,
32
9
TIO
SHED
21.3' BOTTOM TH-1
NO GROUNDWATER FOUND
LOT AREA
25,039± S.F.
CLEAN -OUTS
\ CRAWLSP.
EXISTING DWELL.
TOP FNDN. = 35.8'
CR�WLS
�\ GAR. /
� �P
3 / �
EXISTING / P��
DRIVEWAY
/ u
fi
4
StIQ %
va
ba\
R=30.00'
A=42.2°
\
\ DATE
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -LQ
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
A
LS
..
1OYR 3/1
7
E
MS
12"
1OYR 4/2
32.3'
B
LS
30"
t OYR 4/6
30.8'
Ic
C
MS
I,••
2.5Y 7/6
INS
44"
21.3'
1
NO GROUNDWATER ENCOUNTERED
DICE ##20-391
33
cqA�
Scale: 1 "= 20'
tater � �
0 10 20 30 40 50 FEET
16" WH.
32
��
32
9
606
N
Q0 h
Q
3,
32
9
TIO
SHED
21.3' BOTTOM TH-1
NO GROUNDWATER FOUND
LOT AREA
25,039± S.F.
CLEAN -OUTS
\ CRAWLSP.
EXISTING DWELL.
TOP FNDN. = 35.8'
CR�WLS
�\ GAR. /
� �P
3 / �
EXISTING / P��
DRIVEWAY
/ u
fi
4
StIQ %
va
ba\
R=30.00'
A=42.2°
\
\ DATE
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -LQ
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
CA LUNG DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP
WORK.
11, ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 248
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS PARTIALLY LOCATED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. WITHIN A ZONE II
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 5 BEDROOM DWELLING
DESIGN FI. CW: 5 BEDROOMS 0. 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
**RE -USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (59.0 + 8.83) 2 (.74) = 201 GPD
BOTTOM 59.0 x 8.83 (.74) = 386 GPD
TOTAL: 793 S.F. 587 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 2' STONE AT SIDES
MAY 2 4 2021
HEALTH DEPT
nUNNOV14
DANIEL
A.
O I,ALA
\..:, Nh. ?c980
DANIEL
A.
OJ.ALA
No, 40980
T_
`y5n pz nes,„
DAIINIELA.
OJ '11_4
CIVIL
No. 46502
C
C'Vit m
No, 46509
n.A� t
DANIEL A. OJALA, P.E., P.L.S.
MA
DATE BOARD OF HEALTH
SITE PLAN
OF
CAPTAIN BACON ROAD
1UTH YARMOUTH, MA
PREPARED FOR
BILL BROWN
DATE: MARCH 29, 2021
I off 508-362-4541
fax 508-362-9880
downcape.com
down cope endinetr�i�g.0 inC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
20 -391 -DWG
..
I,••
INS
.
II
,
I
CA LUNG DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP
WORK.
11, ANY UNSUITABLE MATERIAL ENCOUNTERED NOT TO SCALE
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 248
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS PARTIALLY LOCATED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. WITHIN A ZONE II
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 5 BEDROOM DWELLING
DESIGN FI. CW: 5 BEDROOMS 0. 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
**RE -USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (59.0 + 8.83) 2 (.74) = 201 GPD
BOTTOM 59.0 x 8.83 (.74) = 386 GPD
TOTAL: 793 S.F. 587 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 2' STONE AT SIDES
MAY 2 4 2021
HEALTH DEPT
nUNNOV14
DANIEL
A.
O I,ALA
\..:, Nh. ?c980
DANIEL
A.
OJ.ALA
No, 40980
T_
`y5n pz nes,„
DAIINIELA.
OJ '11_4
CIVIL
No. 46502
C
C'Vit m
No, 46509
n.A� t
DANIEL A. OJALA, P.E., P.L.S.
MA
DATE BOARD OF HEALTH
SITE PLAN
OF
CAPTAIN BACON ROAD
1UTH YARMOUTH, MA
PREPARED FOR
BILL BROWN
DATE: MARCH 29, 2021
I off 508-362-4541
fax 508-362-9880
downcape.com
down cope endinetr�i�g.0 inC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
20 -391 -DWG