HomeMy WebLinkAboutEngineered Plan - Rev. 2019PRECAST H-10
RISERS (TYP.)
2'0
22.85'
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
25.4' MINIMUM .75' OF COVER OVER PRECAST
NOTE: 2" MIN. WALL
6" MIN. SUMP THICKNESS REQUIRED
23.9 12" MIN. INT. DIM. 4" OSCH40 PVC
INSTALL TEE PIPES LEVEL 1ST 2'
U 10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE 22,60'
GAS BAFFLE
4'
ENDS
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1o„o_o_o_o_o.0 0 0 0 0 0 _n_9.0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR. MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
Uil
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 25'
BLOCKS OR
PRECAST RISERS
MORTAR ALL H-10
COMPONENTS INV'S EL. 21.2
(TYP.)
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SIDE 22.03'
0
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(_L2 % SLOPE)
FOUNDATION 19' —
LEGEND-
EGEND99—
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99}—
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH1
TEST HOLE
ZYY�
SLOPE OF GROUND
UTILITY POLE
c
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS.
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 5-1-2019
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q
ELEV.
1
0" 25.1 '
A
LS
18" 10YR 4/2
B
LS
36" 10YR 5/6 221'
C
PERC
MS
1OYR 7/4
132" I 114.1'
NO GROUNDWATER ENCOUNTERED
LICE #' 9-092
(-2-8% SLOPE) (-!—% SLOPE)
SEPTIC TANK 4' D' BOX 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
r
W
W
r/
X
W
z
W
U
Scale:1 "= 20'
0 10 20 30 40 50 FEET
LEACHING
FACILITY
n
2
BEDROOM 0 KITCHEN I DINING
0 ROOM
LIVING ROOM
1 ST FLOOR
14.1' BOTTOM TH-1
NO GROUNDWATER FOUND
D
-i
BEDROOMo BEDROOM
0
HALL
STORAGE
FLOOR PLAN
NOT TO SCALE
2ND FLOOR
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 PRECAST UNITS SHALL
BE AASHTO H -M.
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 LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND & l!
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 123 PARCEL 59
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001CO578J
SAND. DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
i
DESIGN FLOW: 3 BEDROOMS @ 110' GPD = 330 GPD
> USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
CB DH FND
USE A 1500 GAL. SEPTIC TANK _
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
C TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 4' STONE ALL AROUND
> MA
APPROVED DATE BOARD OF HEALTH
Ynrmouth Health Department
Nome Date
SersT �F SS\ i..
TONAL E
DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
#24 CENTER STREET
YARMOUTH PORT, MA
PREPARED FOR
JEANETTE SEVIGNY
DATE: MAY 13, 2019
REV.: JULY 31, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
dOW4 ct►pe engineerin j, MC.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
19-092 SEVIGNY.DWG
i
i
�c
Z°
Locus
c
/?!e 6A
0
0
.2
c
r �
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND & l!
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 123 PARCEL 59
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001CO578J
SAND. DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
i
DESIGN FLOW: 3 BEDROOMS @ 110' GPD = 330 GPD
> USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
CB DH FND
USE A 1500 GAL. SEPTIC TANK _
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
C TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 4' STONE ALL AROUND
> MA
APPROVED DATE BOARD OF HEALTH
Ynrmouth Health Department
Nome Date
SersT �F SS\ i..
TONAL E
DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
OF
#24 CENTER STREET
YARMOUTH PORT, MA
PREPARED FOR
JEANETTE SEVIGNY
DATE: MAY 13, 2019
REV.: JULY 31, 2019
off 508-362-4541
I fax 508-362-9880
downcape.com
dOW4 ct►pe engineerin j, MC.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
19-092 SEVIGNY.DWG