HomeMy WebLinkAbout132.130 - Title 5 Site Plan(IN AREA OF PIPE EXIT)
PRECAST/ �H-10
RISERS (TYp.)
2'0
*21.8'±
(PROP.) 21.38'
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
25.0' MINIMUM .75' OF COVER OVER PRFr.A4
10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE
GAS BAF
(NOT TO SCALE)
FOR CARRIAGE HOUSE/GARAGE BLDG. ONLY
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
WATER -TEST D'BOX FOR LEVELNESS
PROP. TEE O 4 0PVC
PIPEESS LLEE VEL 1ST 2'
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 22.0'
BLOCKS OR
MORTAR ALL PRECAST RISERS
COMPONENTS H-10
(TYPENDS I SIDES 19.23'
A 'Rod
4' UQ. LEVEL (ACME OR EQUAL)j'. 18.66' 18.49' ° 16.4
JPO"O"O�OpO"O�O�OQO"ODOR""OpOpOQOQO"O�O000- pL !I
�"S�,","g"000"gags°oge�etnffl0000P `H-10 500 GiL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 22.0' X 8,83 4.4'
COMPACTION. (15.221 [21)
(-2-% SLOPE) (14,77 SLOPE) (-L-% SLOPE)
FOUNDATION- 21' SEPTIC TANK 23' D' BOX 11' LEACHING
FACILITY 120' BOTTOM TH-1
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
NOTE: BUILDING SEWER TO EXIT IN AREA SHOWN, AT MIN. ELEVATION SHOWN
LEGEND
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: PHIL RENAUD
DATE: 4/15/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
0" 22.0'
- A
LS
1OYR 3/2
19"
B
LS
1OYR 5/8
43" 18.4'
PERC
C
MS
1OYR 7/4
120" I 112.0'
NO GROUNDWATER ENCOUNTERED
14-061
X25.74
X 21.38
X
yry61-
CHERRY
„CHERRY
23\
X23.47
--y�{�L((L✓� 37.6 4 _
21.87
GARDEN
X 20 1 3 � --
7�;aQ.44 0.97.._ _. X21. 0
X 20.700
? �g21.33. X21.25 \��
\ � 21.133
X 23.46
CB END
NO GROUNDWATER FOUND
S3'
LOT AREA:
22,571± SF
NOTES
1. DATUM IS APPROX. NGVD
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-10
5. PIPE JOINTS TO BE MADE WATERTIGHT. I
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 8E RESPONSIBLE FOR
LAmniw wINIUVK
X BB.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
v
`m ti Locus
PROPOSED SPOT EL.
TH1
0
TEST HOLE
2Z;
SLOPE OF GROUND
a
UTILITY POLE
y %
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: PHIL RENAUD
DATE: 4/15/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
0" 22.0'
- A
LS
1OYR 3/2
19"
B
LS
1OYR 5/8
43" 18.4'
PERC
C
MS
1OYR 7/4
120" I 112.0'
NO GROUNDWATER ENCOUNTERED
14-061
X25.74
X 21.38
X
yry61-
CHERRY
„CHERRY
23\
X23.47
--y�{�L((L✓� 37.6 4 _
21.87
GARDEN
X 20 1 3 � --
7�;aQ.44 0.97.._ _. X21. 0
X 20.700
? �g21.33. X21.25 \��
\ � 21.133
X 23.46
CB END
NO GROUNDWATER FOUND
S3'
LOT AREA:
22,571± SF
NOTES
1. DATUM IS APPROX. NGVD
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-10
5. PIPE JOINTS TO BE MADE WATERTIGHT. I
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 8E RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 132 PARCEL 130
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
9 N EXISTING SEPTIC SYSTEM FOR HOUSE - -'
INSTALLED 1993 (RETAIN) r,?
22.70 1
O
3.3
z�.70
TWIN MAPLES -��\/r / 22.94 O O LP
a (TO BE SLAB 3. O
REMOVED) EXIST. 23.92 /
11 X 23.57 CARRIAGE
HOUSE/GAR. X/.73 70 14 2 70
6
�X 2 .56 (PROP. 1 BR) 24 8
4.11 4.1
s
/ - 3.7 24.26 4.22 EXISL.DWELLING 23.36
3 25.70 PROP.
RO WATERL'N 24.46
4
458 4.61 4.72
.
gas 3
24.33 4.74 meter GASCI 25.46
4.75 Nf
yC.�A.60 24.70 4.87 -X 25.35
GRAVEL (V�
\ DRIVEWAY \ y.
BENCHMARK: /44>> X24.55
DOORSILL HERE
AT ELEV. 25.T \ X2725.50
\�fC 94 5
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
WORK MUST C FORM TO ALL
TOWN R LAREGULATIO S
YARMO TH)NATER DEPT DATE
52
AN -: A
r /,
e/veae�
U.1 A
�
a
v
`m ti Locus
0
t
a
o
2 'N
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 132 PARCEL 130
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
9 N EXISTING SEPTIC SYSTEM FOR HOUSE - -'
INSTALLED 1993 (RETAIN) r,?
22.70 1
O
3.3
z�.70
TWIN MAPLES -��\/r / 22.94 O O LP
a (TO BE SLAB 3. O
REMOVED) EXIST. 23.92 /
11 X 23.57 CARRIAGE
HOUSE/GAR. X/.73 70 14 2 70
6
�X 2 .56 (PROP. 1 BR) 24 8
4.11 4.1
s
/ - 3.7 24.26 4.22 EXISL.DWELLING 23.36
3 25.70 PROP.
RO WATERL'N 24.46
4
458 4.61 4.72
.
gas 3
24.33 4.74 meter GASCI 25.46
4.75 Nf
yC.�A.60 24.70 4.87 -X 25.35
GRAVEL (V�
\ DRIVEWAY \ y.
BENCHMARK: /44>> X24.55
DOORSILL HERE
AT ELEV. 25.T \ X2725.50
\�fC 94 5
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
WORK MUST C FORM TO ALL
TOWN R LAREGULATIO S
YARMO TH)NATER DEPT DATE
52
AN -: A
r /,
D` .IE L
U.1 A
Clan
0
eW FSC , STE�i1 \� �•r c r�"^ 41
DATE DANIEL A. OJALA, P.E., P.L.S.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 1 BR IN EXIST. CARRIAGE HOUSE/GARAGE
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (22 + 8.83) 2 (.74) = 91 GPD
BOTTOM 22 x 8.83 (.74) = 143 GPD
TOTAL: 317 S.F. 234 GPD
USE (2),500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT ENDS AND 2' AT SIDES
�;>� Feai#; G I�e�s;;rta 1ert a
ED
alne Date
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
41 CENTER STREET
YARMOUTH PORT
PREPARED FOR
JACK HANNON
APRIL 17, 2014
REV. MAY 5, 2014 (ELEV.)
l off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675