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\26.5 *
V! F
ACCESS COVERS TO WITHIN 6® OF FIN. GRADE
29.1'
F287. MINlutlu 75llnr nnvrp rivro PorelACT
(NOT TO SCALE)
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
2% SLOPE REQUIRED OVER SYSTEM [.�� U
BLOCKS no
PRECAST H-10
WATERTEST D'BOX FOR LEVELNL55
MIN2" WALL THICKNESS
PRECAST RISERS
RISERS CrYP.)
2*0
.
4"OSCH40 PVC
MORTAR ALL
INVERT
IN 25.2'
L
PIPES LEVEL 1ST 2'
4
rlSIDES
COMPONENTS
(Typ.)
4'—
ENDS
26 D1'
10- 1500 GAL H-10 14*
TEE SEPTIC TAN K TEE
\Z5�85
r U—C
0 Milli. SUMP
0- . 0-0 ._._0 6 MIN
0 0 0 0 0
o
�j
m 1B, R poplin
as
0 �050
GAS BAFFLd'
0 _ _ 0
0 M
0 0 ?0_.
0_0 12 I�
12" MIN. INT. DIM.
REP
1010
,:14
UQ. LEVEL (ACME OR EQUAL)
25.47' 3
70.-
0 00, H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUA
3/4--1-1/2" DOUBLE WASHED STONE 4� MIN. (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 [21) 7
(--L% SLOPE)MIN. (--!—%
SLOPE)
(—!—% SLOPE)
FOUNDATION— 20' SEPTIC TANK —
38' D' BOX
12'
LEACHING
FACILITY
18.2' BOTTOM TH-1
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LEGEND-
99 --
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
—[99}—
PROPOSED CONTOUR
198-41
PROPOSED SPOT EL.
TH1
ii�
TEST HOLE
2%
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
WM NOT ALL SYMBOLS MAY APPEAR IN DRAVIING
IN a
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: JAY GARDINER
DATE:12/14/22
PERC. RATE < 2 MIN INCH
CLASS SOILS
IT] ELEV.
28.2'
A
LS
7" 1 OYR 4/3
B
LS
24"1 1 OYR 5/6 26.2'
C
PERC X
MS
2.5Y 6/4
LICE #22-368
t7
tLj
NOTE:
ADDITIONAL
CESSPOOLS
NOT SHOWN
ON ASBUILT
COULD BE
PRESENT.
Scale: 1 20'
4C _EE
i
S
f;Q
f
NOTES
1. DATUM IS NAYD—dE
2. MUNICIPAL WATER IS EXISTING
ROU te
�Loqug,
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
JIN��i5
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
I 01
oy
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
Z
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 &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENTOF
SCALE 1"=2000'±
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
ASSESSORS MAP 36 PARCEL 21
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.
wommom—
yarmouth Health Department
ROVED
a
/-.e?
zf Date
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: -3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = _660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2_J.74) :!!_112 GPD
BOTTOM 25 x 12.83 (174) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
DATE 8130tDOF HEA H
TITLE 5 SITE PLAN
OF
47 WENDWARD WAY
JAN 2 7 2023 YARMOUTH, MA
HEALTH DEPT.
PREPARED FOR
BORTOLOTTI CONSTRUCTION
MURPHY
1 -7-
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: DECEMBER 22, 2022
off 508-362-4541
fax 508-362-9880
downcape.com @
uowa cove ea hieerint, h7or.
I
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARIWOUTHPORT MA 02675
22-368 80RT0LCTT:-MURPHY.DWG