HomeMy WebLinkAbout22.215.2 - Title 5 Site PlanALL SYSTEM L
OMPONE
SYSTEM PROFILE MARKED WTHCMAGNETICTTAPEAOLR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL. 14.5'**
�Q 13.7' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
RISERS (irP.) PROVIDE INSPECTION PORT TO WITHIN 3" OF FIN
�� 2® 4"0SCH40 PVC
C%,
tJ� PIPES LEVEL 1ST 2' 2" DOUBLE -WASHED PEASTON
Q pJ OR GEOTEXTILE FABRIC
QQ'p *12.1' 10° 1500 GAL H-10 14- 11.66'
1 1.74' TEE SEPTIC TANK TEE 1 1 49' o°0 0 0 0 0 ° ° o ° o° °o°o
O 1 1.1 6'°0000°oo°o°°o°°oo°°o°°o^°o^°°�o^oo�o^v00000000 °o°oe<oo°o 000°a°o
GAS BAFFLE °.°°o�o,°,o°o,°,o° °Oo°000°°°°°°oo°o°°oo°°°o°oo°o°°oo°o°o°oo°oo°oo°0 0 000°0,°° °o°°oo°ooo"oe°o°o
o°o°o 0.0 10
o o°o°o°o ° o 0 0 0 0 0 °o°o o°o°o°0 1D.5'
4' UQ. LEVEL (ACME OR EQUAL) 11.36' 1 1.19' 4" PVC SET AT .005'/' SLOPE-'/
'•�'" `^- ' ' ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE .J
aa00000e000000000°o°000e000°o°o°o°o°o°o°o°o°o
°,°o 0 0 °°°°,°o WATER -TEST D'BOX FOR LEVELNESS
} 5'
L� 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
SLOPE) (-L% % SLOPE) (-L-7 SLOPE)
FOUNDATION- 16' - SEPTIC TANK 13' D' BOX 5' LEACHING USE ADJ. G -W ® 5.5'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
**MIN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD
MINIMUM 5' SEPARATION TO ADJUSTED GROUNDWATER
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
FT971
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
DATE: 12/18/06
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
< 2 MIN/INCH
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
TEST HOLE
21=
SLOPE OF GROUND
CQ,
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LEACH FIELD DETAIL
1" = 20'
TEST HOLE
LOGS
ENGINEER: DAVID FLAHERTY, R.S.,
SE2755
WITNESS: PHIL
RENAUD, YBoH
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
DATE: 12/18/06
WORK.
USE A,
_
330 GPD DESIGN FLOW
PERC. RATE _
< 2 MIN/INCH
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
SHALL BE REMOVED 5' BENEATH AND AROUND THE
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
CLASS I
SOILS
USE A
Q
ELEV.
ZONING DISTRICT: R-25 DISTRICT
Q ELEV.
0"
11.0'
0"
11.0'
MIN. FRONTAGE 150'
A
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
A
SITE IS NOT WITHIN APD
LS
GARBAGE
DISPOSER IS NOT ALLOWED
LS
1OYR 5/4
1OYR 5/4
11"
g"
B
B
LS
LS
35"
1OYR 5/8
8.08P36"
36"
5/8
8.0'
PERC C
®57" 0
FMS
FMS
2.5Y 6/4 2.5Y 6/4
108" 2_0' 108"
G -W ADJ. DATA:
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 1.9'/2.8' (AVG. 2.3')
'113-184
3.17'
2.0'
10/17/13
D. GONSALVES, SE
WITNESS: B. MURPHY
& P. RENAUD
ELEV.
10.0'
PROP. WATERLINE
G -W ADJ. DATA (AH):
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 2.5'/3.7' (AVG. 3.1')
Scale:1 "= 20'
0 10 20 30 40 50 FEET
FACILITY
` I� 722
+17.61
`�7f 82
I&SM
1. DATUM IS NGVD29
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
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.
Route
P'e
�e
0
�Psr
Se/ e � APs
°3 !
0
l
Lewis ° Lewis
Bay Pond
Rodeo ,
owe"s
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233)
LOCUS MAP
AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
DESIGN
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
USE A,
_
330 GPD DESIGN FLOW
ASSESSORS MAP 22 PARCEL 215.2
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
SHALL BE REMOVED 5' BENEATH AND AROUND THE
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
0005D DATED REV.7/2/92
12. WETLAND FLAGGED BY HAMLYN CONSULTING
USE A
ZONING SUMMARY
GAL. SEPTIC TANK
ZONING DISTRICT: R-25 DISTRICT
LEACHING'
MIN. LOT SIZE 25,000 S.F.
MIN. BLDG COVERAGE: 25%
MIN. FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
MIN. REAR SETBACK 20'
SITE IS NOT WITHIN APD
SYSTEM DESIGN:
GARBAGE
DISPOSER IS NOT ALLOWED
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER of LEACHINGFACILITY,
DOWN TO SUITABLE SOIL LAYER.ER.REPLACE
DESIGN
FLOW:
3 BEDROOMS ® 110 GPD = 330 GPD
CLEAN MED. SAND, TOMFFT
SPECIFICATIONS 15.2
SPE 15.2
CATIONS OF 310 CMR 55(3)
USE A,
_
330 GPD DESIGN FLOW
A\
SEPTIC
TANK:
330 GPD (2) = 660
USE A
1500
GAL. SEPTIC TANK
13��'6 r [moi
LEACHING'
FILE COPY
-PROVIDE 90 OF 40 MIL '
LINER AT 5' OFF SAS IN SIDES: N/A
AREA SHOWN. TOP ELEV.
11.T, BOTTOM AT EL.L. 7.7'±BOTTOM 30 x 15 (.74) = 333 GPD
_
TOTAL: 450 S.F. 333 GPD
USE 30' x 15' x 0.5' DEEP LEACH FIELD WITH (3) 4"
C\ PERF. PVC IN DOUBLE WASHED STONE. SEE DETAIL
i�
U_\ L POLE
1 C.42
P.E., P.L.S.
APPROVED DATE
BOARD OF HEALTH MA I
TITLE 5 SITE PLAN
OF
47 FRANKLIN ST. EXT.
WEST YARMOUTH
PREPARED FOR
ANTHONY DISIPIO
DECEMBER 26, 2013
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, enc.
Civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675