HomeMy WebLinkAboutEngineered Plan - Rev. 2018SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
FFLR EL. 73.9' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
71.5 MINIMIIM 7_9 nF rnvFR nvFR pQP'rrecT
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 68.0'-70.0
PRECAST H-10
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
BLOCKS OR
`
RISERS (TYP.)
2'o
4"OSCH40 PVC
MORTAR
PRECAST RISERS
ALL H-10
6" MIN. SUMP
MIN: INT. DIM.
TEE
PIPES LEVEL 1 ST 2'
4'
�ENDS
COMPONENTS
INV'S EL. 66.2
(-�P)
SIDES
67.0312"
loll EXISTING**JE
TEE SEPTIC TANK°
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EXISTING
69 4'* ° ° °'° ° o WATERTEST D'BOX
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,
66.46'
66.3'
°°°°°°°°
°°°°°°°°
64.2
LH-10
OR
EQUAL.
3/4"-1-1/2" DOUBLE
WASHED
500 GAL.
STONE 4' MIN.
LEACHING CHAMBER BY ACME PRECAST
(2) UNITS REQUIRED
ALL AROUND PRECAST
STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
CD
( 22.6 % SLOPE) (1
% SLOPE)
EXISTING
FOUNDATION EXISTING SEPTIC TANK
13 D' BOX
12'
LEACHING
57.5' BOTTOM TH-1
NO GROUNDWATER FOUND
FACILITY
LEGEN D
99 —
EXISTING CONTOUR
X 99• 1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR .
198.41
PROPOSED SPOT EL.
TH 1
TEST HOLE
2�
SLOPE OF GROUND
Q�
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
**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
.e
74
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871 A
WITNESS:
AMY VON HONE, RS
DATE: 5/31 / 18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
pOtt4 68.0'
A
LS
12" 1OYR 3/2
B
LS
36" 1OYR 4/6 65.0'
0/. U, DU I I UM M I CL. 1
5' REMOVAL REQUIRED
LOW SIDE AND AROUND
EXISTING PIT
C
PERC r7
CS _ -!
10YR 7/4
POCKETS
OF SiL3ell
Gr'��
126"
NO GROUNDWATER ENCOUNTERED
D CE # 18 - > 72
•
• 10 20 30 0 50 FE]
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-10
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 BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
_FLOOR PLAN
F NOT TO SCALE
DATE
DANIEL A. OJALA, P.E., P.L.S.
King's �ego
Way
a
Setucket F,o
0
�a
o�o� 6P
o� tie
Locus
o St.
o Eileen
Mill
Pond
Road
Stoney Hill Roo
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 135 PARCEL 11
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO579J
DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING
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
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
82 BARNACLE ROAD
YARMOUTH PORT, MA
PREPARED FOR
PERRY RUSPANTINE
DATE: JUNE 4, 2018
REV: JULY 6, 2018 (LINER)
off 508-362-4541
I fax 508-362-9880
downcape.com
RioWO c41,pe ell hi erie�►, iec.
civil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOUTHPORT MA 02675
18-172 RUSPANTINE.DWG