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EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
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 2500 GAL.DUAL COMPARTMENT SEPTIC TANK/PUMP CHAMBER
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
APPROVED DATE
JABINETES /�/ 10.7 /
/ BEACH
POND /// ARFfA /
O
LIVING
ROOM
PORCH
KITCHEN
DCE #22-348
C:
011
BATH �06P
19
0,3,4, z,�
BATH
LIVING
ROOM
0
UNFINISHED
FLOOR PLAN
NOT TO SCALE
SILT FENCE
o WORK LIMIT LINE-�
MA
BOARD OF HEALTH
1$
PATIO
*PLUMBING
UNDER
SLAB
* 15.9't
SYSTEM PROFILE
MARK CORNERS OF
NOTES
(NOT TO SCALE)
2' CAST IRON COVERS TO GRADE
LEACHING FIELD W/
REBAR SET 4" BELOW
PROVIDE INSPECTION PORTS TO
1. DATUM IS NAVD 88
PROVIDE MIN. 20" DIAM. WATERTIGHT
GRADE
WITHIN 3" OF FINISH GRADE
2. MUNICIPAL WATER IS EXISTING
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2111 SLOPE
FILTER FABRIC
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
18.0'
MINIMUM .75'
OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM
20.0 TOP 17.02'
FINISHED GRADE- 4' LOAM do SEED OR PAVE AS REQ.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
NOTE: 2" MIN. WALL
Jill
TO BE AASHO H-2,Q
PROP. TEE THICKNESS REQUIRED
4"s�SCH40 PVC
CLEAN FILL
5. PIPE JOINTS TO BE MADE WATERTIGHT.
PIPES LEVEL 1ST 2'
r POMRAIED PVC 5' C.
S=0.005
°
_
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2500 GAL H-20 ° 310 CMR 15.000 (TITLE 5.)
» 3/4 1-1/2" DOUBLE WASHED
10 SEPTIC TANK/ 8" STTONE LEACHING FIELD ° 6-DEPTH MIN BELOW INV.
15.0, TEE PUMP CHAMBER ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
COMBINATION o0.0
oo,00Qao,o 16.67 LEVEL BOTTOM a 16.5 BE USED FOR LOT LINE STAKING OR ANY OTHER
SEE DETAIL BELOW .00
��0` 0?00 ,� PURPOSE.
16.94' 1 .77' 30.0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 401 PVC.
16
moo,00a,000,o,o,00000'�����'�'�����'�'00.00 � 9. COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED
o,o-0 3?"pC�C�G�C�COG�G�G�CpG�G�GG�C�C�p�C��� 1 WITHOUT INSPECTION BY BOARD OF HEALTH AND
7,o.,ono _ f._tf_.1_'�.7 0 0 0 0 0 1^.P_�_�_'i.7.o o
(� NX SLOPE) ( X SLOPE) (2 X SLOPE) 5.3' 6" CRUSHED STONE OR MECHANICAL PERMISSION OBTAINED FROM BOARD OF HEALTH.
COMPACTION. (15.221 (21) 1
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG
WATER -TEST D'BOX FOR LEVELNESS
FOUNDATION 35' SEPTIC TANK/ 8' D' BOX 7' LEACHING
PUMP CHAMBER FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
o� BENCHMARK:
CATCH BASIN
= 16.9' NAVD88
�VED
DRIVEWA
s
O•
LOT AREA
\ I 40,300 S.F.f
\ UPLAND
-241 N6�-t11
20
ACCESS FOR ROUTINE MAINTENANCE
MUST BE PROVIDED FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
ALARM AND CONTROL PANEL ---�
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 15.0'
SEPARATE CIRCUIT FROM PUMP
ZABEL FILTER -
FLOAT SWITCH ALARM ON (A1800)
OUTLET TEE W/EXTEN
SETTINGS: PUMP ON
3j
5" WORKING RANGE 6»
5"
PUMP OFF 12"
WE
0
POND ELEV. 10.7 DIGSAFE 1 888 344-7233AN
nossett
Pond
Horse
o N Pond
LOCATION( OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1 "=2000'f
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 47 PARCEL 5
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. ACCESS FOR ROUTINE MAINTENANCE MUST BE
PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW
24"0 CAST IRON MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER
COVERS TO GRADE INSTALLATION.
567 GAL. RESERVE 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS
PROVIDE QUICK DISCONNECT FOR PUMP SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT
AND BALL VALVE REQUIRED.
15. WETLAND FLAGGED BY PAUL SHEA OF INDEPENDENT
ENVIRONMENTAL CONSULTANTS, INC.
2500 GAL. SEPTIC TANK/ s" BAFFLE
PUMP CHAMBER COMBINATION
(NOT TO SCALE)
NO LOW POINTS
-0.25" WEEP HOLES
CHECK VALVE
MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
GI7�1oV
APR 2 6 2023
HEALTH DEPT,
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE # 13871
WITNESS: JAY GARDINER
DATE: 11/17/2022
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 20'
A
LS
10YR 3/2
8"
B
LS
18" 10YR 5/8 18 5'
PERC C
MS
10YR 7/6
126" �9.5'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
#63 PARTRIDGE VALLEY ROAD
WEST YARMOUTH, MA
PREPARED FOR
STEPHEN ROSALES
DATE: NOVEMBER 21, 2022
Yarmouth Health Department
Scale:1 "= 20' APPROVED
iiiiii
DANIEL cyG� �s' s'�y 0 10 20 30 40 50 FEET `
A. a �� DANIELA. -� ame Date
OJALA o OJALA a,
No 40980 " CIVIL
9
a� Pow �Fc� Nooff 508-362-4541
.46502 fax 508-362-9880
�sUR�� �Ssi0N L ENdowncope.com
down cope ea8inee�iof, inc.
civil engineers
land surveyors
939 Main Street ( R to 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
22-348 1