HomeMy WebLinkAboutEngineered Plan - 2017PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST
SYSTEM PROFILE
(NOT TO SCALE)
2' PEAST❑NE OR GE❑TEXTILE
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 22.0'
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
NOTE: 2' MIN. WALL
PRECAST H-10 THICKNESS REQUIRED
EXISTING CONTOUR
X 99
BLOCKS OR
o �
PROPOSED CONTOUR
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TYPJ
e'm 21.1 PVC
TH 1
MORTAR
PRECAST RISERS
ALL
TEST HOLE
25
UNITS TO BE AASHO H -1Q
PIPSCH40
6' MIN. SUMP PIPES LEVEL 1ST
DIM,
:. ,.,:J14
2
H-10
COMPONENTSI2'MIN.INT, INV'S EL. 18 20
4'
NOTE-. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
5. PIPE JOINTS ..TO .BE_.MADE .WATERTIGHT.
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NSTRUCTION DETAILS TO BE IN ACCORDANCE
_. ,EXISTING _X00000000
.:. SEPTIC -TANK_-
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7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
18.47 18.3
0000°°°°
°°°°°°°°
° ° ° °
0.0.0
16.2'
16.2
NOT TO BE USED FOR LOT LINE STAKING OR ANY
LH
OTHER PURPOSE.
3/4'-1-1/2' DOUBLE WASHED
-10 500 GAL.
STONE 4' MIN.
LEACHING CHAMBER BY ACME PRECAST
OR EQUAL.
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8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
ALL AROUND PRECAST
STRUCTURES
<2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS
TO OUTSIDE OF STONE: 25.00' X 12,83'
9. COMPONENTS NOT TO BE BACKFILLED OR
COMPACTION. (15.221 [2])
CONCEALED WITHOUT INSPECTION BY BOARD OF
In
HEALTH AND PERMISSION OBTAINED FROM BOARD
FOUNDATION—EXISTING SEPTIC TANK
LEGEND
99—
EXISTING CONTOUR
X 99
EXIST. SPOT ELEV.
o �
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH 1
TEST HOLE
25
SLOPE OF GROUND
Pond
UTILITY POLE
r
FIRE HYDRANT
NOTE-. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 3/9/2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
p" 21.5'
A
LS
9 1OYR 3/2
B
LS
28" 1 OYR 5/8 19.2'
la:I«
C
MS
132" 1 10.5'
NO GROUNDWATER ENCOUNTERED
INCE #09-072
( 9 % SLOPE)
— 14' D' BOX
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC
TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY
FOR RE—USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
(-1-7. SLOPE)
— 12' -
Sccle:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
10..5' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND
NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & of ,
1 BATH �J'
BEDROOM 1nI-I OFFICE
SECOND FLOOR
FIRST FLOOR
DATE DANIEL A. OJALA, P.E., P.L.S.
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =2000 f
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 115 PARCEL 136
BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
_ SEPTIC _TANK: _ 330 --GPD -(2) 660----- ---- -----------_,
**RE—USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#85 STARBUCK LANE
YARMOUTHPORT, MA
PREPARED FOR
ANDREW GARULAY
DATE: MARCH 10, 2017
off 508-362-4541
I fax 508-362-9880
downcope.com
aowa cape enIill eeM7.0, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-072
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1 BATH �J'
BEDROOM 1nI-I OFFICE
SECOND FLOOR
FIRST FLOOR
DATE DANIEL A. OJALA, P.E., P.L.S.
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =2000 f
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 115 PARCEL 136
BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
_ SEPTIC _TANK: _ 330 --GPD -(2) 660----- ---- -----------_,
**RE—USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#85 STARBUCK LANE
YARMOUTHPORT, MA
PREPARED FOR
ANDREW GARULAY
DATE: MARCH 10, 2017
off 508-362-4541
I fax 508-362-9880
downcope.com
aowa cape enIill eeM7.0, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
09-072