HomeMy WebLinkAbout18 North Sandyside Lane - Site Plan 2LEGEND
99 -
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
T�Hy,1,
A
1
TEST HOLE
25
SLOPE OF GROUND
C-0-)
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
EXISTING SEPTIC TANK: 550 GPD (1.5) = 825 (OLD CODE)
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD
BOTTOM 42 x 12.83 (.74) = 398 GPD
TOTAL: 756 S.F. 460 GPD
USE (4) 500 GAL. H-10 LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
Ya=outh Health Department
APPROVED
":9
U_ MA
APPROVED DATE BOARD OF HEALTH
"INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
10-261
FOUNDATION- EXIST.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
SYSTEM PROFILE
(NOT TO SCALE)
1 2" PEASTONE OR GEOTEXTILE
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
MUM .75'1 OF COVER OVER PRECAST I I + 2% SLOPE REQUIRED OVER SYSTEM4� 1.51J, J, 41
BLOCKS OR
40.4' 4"OSCH40 PVC MORTAR ALL PRECAST RISERS
PIPES LEVEL 1ST 2' 4 COMPONENTS H-10
ENDS 1 (TYP.) INV'S EL. 38.0' FSID S ,
I SID 38.83
10* EXISIING 14"
TEE 1000 GAL H-10 TEE *' ' ° ®ooa OOOO -�J®OO
SEPTIC TANK** 39.Ot ° oo o .o ° 00008 ®f�J®�®®�G'��C7 �OOOa�CiO�®® '0°0
u ° 0 0 0��0 �0000�oo
o�0 0 0 0 0 0 e O 0 0 0 o O ;00000° °o
°° ° ° ° ° ° °ao°° ®ooa®��o®�® ®®®®®®®ori
GAS BAFFLE ° °Z.-O.C.0°0°0°0 °° N °O o 0 0
° .o:e,°,o
o°°°o° 'o°o°o°o°
38.37' 38.20' � °°°°°°° ' °°%°8 36.0
WATER -TEST D'BOX FOR LEVELNESS
H
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.0' X 12.83'
COMPACTION. (15.221 [2]) 5.6'
SEPTIC TANK
(_L5 % SLOPE)
- 14' -
D' BOX
(-L-% SLOPE)
- 22' -
LEACHING
FACILITY
30.4' BOTTOM TH-1
NO GROUNDWATER FOUND _
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 -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.
B. 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 CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED.
FILE L PY
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 122 PARCEL 130
LOCUS IS WITHIN FEMA FLOOD ZONE C
SITE DOES NOT LIE WITHIN ZONE II
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
DATE: NOVEMBER 16, 2010
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
1
ELEV.
2
ELEV.
a
0
m
o
Rood
w Vic`
41.6'
A
2°
LS
LS
1CYR 4/2
Locu
a
c
B
o Sand
P�
B
LS
O
36"
a
V
Dennis
38.6'
Pond
0
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 122 PARCEL 130
LOCUS IS WITHIN FEMA FLOOD ZONE C
SITE DOES NOT LIE WITHIN ZONE II
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
DATE: NOVEMBER 16, 2010
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
PERC
M/CS I I M/CS
2.5Y 7/4 2.5Y 7/4
132" 30.4' 126" 31.1'
NO GROUNDWATER ENCOUNTERED
TIT[.111H 5 SFE PLAN
OF
18 NORTH SANDYSIDE LANE
YARMOUTH PORT
•_*S :2VEyc!R c
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
MARK & JUDITH LINK
NOVEMBER 19, 2010
Scale: t "= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fox 508-362-9880
downcape.ccm
down cope engineering, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
LL GUry
1
ELEV.
2
ELEV.
p"
41.4' 0"
-
41.6'
A
A-
LS
LS
1CYR 4/2
1CYR 4/2
B
B
LS
LS
36"
1CYR 5/6
38,4'10YR
36"
5/6
C
38.6'
C
PERC
M/CS I I M/CS
2.5Y 7/4 2.5Y 7/4
132" 30.4' 126" 31.1'
NO GROUNDWATER ENCOUNTERED
TIT[.111H 5 SFE PLAN
OF
18 NORTH SANDYSIDE LANE
YARMOUTH PORT
•_*S :2VEyc!R c
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
MARK & JUDITH LINK
NOVEMBER 19, 2010
Scale: t "= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fox 508-362-9880
downcape.ccm
down cope engineering, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
LL GUry