HomeMy WebLinkAboutEngineered Plan - 2017.1 SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT To SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
67.0' MINIMUM .75' OF COVER OVER PRECAST
PRECAST H-10 NOTE: 2"
RISERS (TYP.) THICKNESS
2'0
64.94'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
MIN. WALL BLOCKS OR
REQUIRED
4"0SCH40 PVC MORTAR ALL PRECAST RISERS
H-10
6" MIN. SUMP
'
PIPES LEVEL 1ST 2 4' COMPONENTS INV'S EL. 63.03
(NP')
4'
EXIST. SPOT ELEV.
12" MIN. INT. DIM.
ENDS
198.41
SIDES
64.03'
10" ww 14"
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SEPTIC TANK
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or El F=31
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FIRE HYDRANT
GAS BAFFLE ::: °°�°�?°°�°°�
FOR LEVELNESS �' m-000000 EO L 1�U�0�EjEl0F2
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63.30'
63.13' '°°0000°°
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61.03'
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
I,. (2) UNITS REQUIRED
00
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
0
I
(--!—% SLOPE)
FOUNDATION— EXIST. SEPTIC TANK 24' —
LEGEND-
-
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
c
�
`
TEST HOLE
2�
SLOPE OF GROUND
UTIUTY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
(1 % SLOPE)
12'
*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
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
SS: AMY VON HONE, RS
WITNE
DATE: 1/19/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4
ELEV.
p" 67.0'
A
LS PORCH
1OYR 3/2 Ffl
$" BATH
B
LS
15" 10YR 5/3
65.8' I BEDROOM
G
LS
32" 1OYR 5/6 64.3'
PERC
C2
FS
1OYR 6/8
120" 1 1 57.0'
NO GROUNDWATER ENCOUNTERED
LICE #17-0/1
LIVING ROOM I KITCHEN I GARAGE
FLOOR PLANS
NOT TO SCALE
ScaIe:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
CONFIRM NO GROUNDWATER
AT TIME OF INSTILLATION
DATE
NOTES
1. DATUM IS NAVD 88
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 -2Q
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
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 OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 114 PARCEL 48
SITE IS LOCATED WITHIN A ZONE II
2 BEDROOM DEED RESTRICTION REQUIRED
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
**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`���,�
Yarmouth Health Department
4ame
AP ROVED Date
APPROVED
DANIEL A. OJALA, P.E., P.L.S
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
15 RICHARD ROAD
YARMOUTH PORT, MA
PREPARED FOR
DAVE BARBO
DATE: JANUARY 26, 2017
off 508-362-4541
I fax 508-362-9880
downcope.com
dow/1 Arpe ea4'ineerin.0, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
17-011 BARBO.DWG
a
0
c
�
z
..c LOCUS
c� a
00
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 114 PARCEL 48
SITE IS LOCATED WITHIN A ZONE II
2 BEDROOM DEED RESTRICTION REQUIRED
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
**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`���,�
Yarmouth Health Department
4ame
AP ROVED Date
APPROVED
DANIEL A. OJALA, P.E., P.L.S
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
15 RICHARD ROAD
YARMOUTH PORT, MA
PREPARED FOR
DAVE BARBO
DATE: JANUARY 26, 2017
off 508-362-4541
I fax 508-362-9880
downcope.com
dow/1 Arpe ea4'ineerin.0, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
17-011 BARBO.DWG