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a
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SITE
5 SNORE oR NANTUCKET SOUND
LOCUS
SCALE 1"=500'
TP- I
0"
HT� 6.96
r
J 60" 1.96
a C FINE SAND
2.5Y 5/2
N
Z 61 " OBS.=1.87
D
96" 2C -1.04
PEAT
-2.29
SOIL PROFILE
DATE: FEBRUARY 19, 2020
PERFORMED BY: RICK JUDD
WITNESSED BY: MALLORY LANGLER
STANDING GW: 61"
PERC RATE:<2 MIN./IN.
LIMIT OF STC
ORIFICE LOCATION
N/F (TYP-)
)
ANN EVANS TRS
JENNIFER WALKER TRS
15 KEARSARGE ROAD
MAP 19, PARCEL 61
LIMIT OF OVERDIG
INSPECT ON
PORT
CLEANOUT
(TYP. OF 2)
120"
144"
168"
192"
B- /
D HTM 8.00
FILL & PEAT
SEE TP 1
C
MED SAND
C
MED SAND
C MED SAND
TOP OF FOUNDATION
ELEVATION=8.91
I I 10' OF 4" SCH 40 PVC
S=2% MIN.
8.58
5.25 ;1
SYSTEM PROFILE
NOT TO SCALE
INSTALL RISERS TO BRING
COVERS TO WITHIN 6" OF GRADE
PROPOSED 1,500 GALLON
REINFORCED CONCRETE
10• SEPTIC TANK 14"
(H20)
INSTALL OUTLET TEE AND L
ZABEL FILTER (A1800)
PROPOSED SEPTIC TANK
MAX. COVER 3'
MIN. COVER 1'
7' OF 4SCH 40 PVC
S=1X MIN.
5.00 4.93
INSTALL RISERS TO BRING
COVERS TO WITHIN 6" OF GRADE
PROPOSED 1,000 GALLON
REINFORCED CONCRETE
I10" PUMP CHAMBER
(H20)
0.50 - -
0.18
LEVEL -
BASE OF
3" CRUSHED
STONE
CLEANOUT TO
GRADE
THREADED
1 1/2- SCH 40 PVC WITH 1/4" END CAP
o
PERFORATIONS IN THE TOP OF o
g
THE PIPE (SPACING SHOWN)
=I
-2.00
2.5' 5' 5' 2.5'
2" SCH 40 PVC
�_.. _s _ " 45' BEND
MAXIMUM
-4.00
MANIFOLD
1/4" ORIFICE WITH ORENCO
2" SCH 40 PVC
ORIFICE SHIELD
FORCEMAIN FROM
-6.00
PUMP CHAMBER
1-1/2" PIPE TO BE RUN
LEVEL
PRESSURE DISTRIBUTION
-8.00
DETAIL
NOT TO SCALE
PROPOSED 10' X 60'
PIPE IN STONE LEACH FIELD
(PRESSURE DISTRIBUTION)
S �T06'00" E
100.00,
N/F
Rd RESORTS BEACH RESORT
28 SOUTH SHORE DRIVE
MAP 19, PARCEL 20.1
N?,1
W
94 g0,
N/;
PETER & JEAN MARASHIO
223 PAWKANNAWKUT
MAP 19, PARCEL 60
U
Z W
(651 GALLONS)
w
O
w
ALARM ON EL=2.01
oz. NON WOVEN GEOTEXTILE FABRIC
MINIMUM ELEV.=8.32
L MIN. COVER 9" (TYP.)
° ° f ° ° ° ° 28' OF 1-1 /2" PERF. SCH 40 PVC S-0.000 SLOPE �° (SEE PRESSURE DISTRIBUTION DETAIL)
3/4"-1 1/20 DOUBLE WASHED STONE
60' LONG BY 10' WIDE LEACHING BED
INSTALL RISERS TO BRING
COVERS TO WITHIN 6" OF GRADE
THREADED UNION
-2" BALL VALVE
-STAINLESS STEEL LIFTING
CHAIN OR CABLE
" WEEP HOLE
2" CHECK VALVE
2" SCH 40 PVC RISER PIPE
4"
PUMP ON EL.=1.68
0 MYERS WHR5 1/2 HP
z bi PUMP OR APPROVED EQUAL
6" Z
w
EL
PUMP OFF EL=1.18 0
d
6" D
IHAMBER ELEV.=0.68
PUMP CHAMBER DETAIL
NOT TO SCALE
f4v
{ 'L M 7 / I
G ` q 0/
G
f
6.04
O ! �
B �
-1 1
6.96 m /
PROPOSED 1 500 GAL. I
f CONCRETE C TANK
(H20) / f.
m
f 5.78 / A
PROPOSED 1000 GAL, A
CONCRETE'%'UMP CHAMBER m
(H20) / / i I
CB
5 0
\ Y
c�
a
x 6.40
BEDROOM
DINING BEDROOM
LIVING ROOM
GARAGE BATH
KITCHEN BATH
FRONT BEDROOM
EXISTIPNG FLOOR
NOT TO .
THREADED
END CAP
TO GRADE
LAYER SOLID PIPE
8 OZ. NON Wa
DETAIL
NOT TO SCALE
v v v v o p
v v v p v
5' SEPARATION
OBSERVED HIGH GROUNDWATER
SITE INFORMATION
ADDRESS: 227 PAWKANNAWKUT DRIVE, SOUTH YARMOUTH
MAP, LOT: 19/59
DEED REFERENCE: 10464/0213
GENERAL NOTES:
1. THE SUBJECT PROPERTY IS WITHIN A FEMA ZONE AE11 AS SHOWN ON PANEL NO.
25001CO589J, EFFECTIVE DATE JULY 16, 2014.
2. THE SITE NOT IS LOCATED WITHIN A ZONE II AREA.
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE PROPOSED
SUBSURFACE SEWAGE DISPOSAL SYSTEM.
4. VERTICAL DATUM IS ASSUMED
LEGEND
PROPERTY LINE
-
EXISTING CONTOUR
- -104
PROPOSED CONTOUR
XXXX
EXISTING FENCE
EXISTING OVERHEAD UTILITIES
W
EXISTING WATER LINE
G
EXISTING NATURAL GAS LINE
TP-1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
-QFH
EXISTING FIRE HYDRANT
P -O
EXISTING UTILITY POLE
E ® WG
EXISTING WATER GATE BOX
SH
BULKHEAD
CH
CHIMNEY
AGM
EXISTING GAS METER
0 IP
PROPOSED INSPECTION PORT
8 oz.
NON WOVEN GEOTEXTILE FABRIC
5.
ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
C°fast�� P
4N�
REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS.
SURV <�O
SHORING REQUIRED TO COMPLETE THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE
1-1/2" PERFORATED SCH 40 PVC PIPE
CONTRACTOR.
6.
ALL JOINTS IN THE TANK/PUMP CHAMBER AND DISTRIBUTION BOX SHALL BE MADE
1 1
1 { 4
9• MIN. EARTH
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR
�}{�BA KFIL
'�//
BACKFILL
HWATERTIGHT YDRAULIC CEMENT.
r \ � \)
t �
7.
DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION
av %11 �o o
"T 8" DEPTH OF 3/4" TO
OCCURRING.
o ®, o o s, o s, ° e
"�; 1-1/2" DOUBLE WASHI
B.
LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE
' ° ' ` ' ° ' !° " '
' CRUSHED STONE
FIELD. THE ELEVATIONS OF ALL EXISTING SEWER INVERTS SHALL BE VERIFIED PRIOR TO
THE INSTALL OF ANY SYSTEM COMPONENTS. ANY DISCREPANCIES SHALL BE REPORTED TO
THE DESIGN ENGINEER IMMEDIATELY
3'-0" 4'-0"
3'-0"
9.
THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO
BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS
101_011
10.
UNSUITABLEENCOUNTEREDBELOW
A THE
INVERT APPLICABLE,
SOIL (TION
LEACH FIELD CROSS
SECTION
ABS RPIAL
INNLET SYSTEM, SHHA)LL BE
DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE APPROPRIATE ELEVATION
NOT TO SCALE
WITH CLEAN SAND PER MASSACHUSEfTS 310 CMR 15.00 REGULATIONS.
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS, APRIL 2022
DESIGN CALCULATIONS REQUESTED HEALTH DEPT
DESIGN FLOW VARIANCES:
110 GALLONS/DAY/BEDROOM X 4 BEDROOMS - "0 GALLONS/DAY
TANK CAPACITY
440 GPD X 200% = 880 GALLONS, USE 1,500 GALLON TANK 310 CMR 15.211(1) OF THE STATE ENVIRONMENTAL CODF
REQUIRED LEACHING CAPACITY ••• MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE FROM SAS TO A
DESIGN PERC RATE = < 2 MIN/INCH FOUNDATION BE 20 FEET. SAS IS LOCATED t12.7 FEET FROM THE CRAWLSPACE.
440 GPD / 0.74 GALLONS PER DAY PER SQ. FT. = 594.95 SQ. FT. VARIANCE OF f7.3 FEET IS REQUESTED.
PROVIDED LEACHING CAPACITY ••• MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE FROM RESERVE ARI
BOTTOM AREA = 10.0' X 60.0' = 600 SQ. FT. (444 GPD) TO PROPERTY LINE SHALL BE 10 FEET. RESERVE AREA IS LOCATED f5.0 FEE
FROM THE PROPERTY LINE. A VARIANCE OF t5.0 FEET IS REQUESTED.
PUMP NOTES ••• MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE FROM RESERVE ARI
TO A FULL FOUNDATION SHALL BE 20 FEET. RESERVE AREA IS LOCATED t5.0
1. USE MYERS MODEL WHR5 1/2 HP PUMP OR APPROVED EQUAL FEET FROM THE FOUNDATION. A VARIANCE OF t15.0 FEET IS REQUESTED.
2. BOTH VISUAL AND AUDIO (AUDIBLE AND LIGHT) ALARMS ARE TO BE LOCATED WITHIN THE
DWELLING AND BE POWERED BY A SEPARATE CIRCUIT FROM THE PUMPS
3. ELECTRIC JUNCTION BOX SHALL BE EXPLOSION PROOF NEMA 4X AND SHALL BE LOCATED
OUTSIDE THE PUMP CHAMBER IN A SEPARATE STRUCTURE. ALL ELECTRICAL CONNECTIONS
SHALL BE LOCATED OUTSIDE THE PUMP CHAMBER
4. PUMP SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND
TITLE 5 REGULATIONS.
5. THE PUMP SHALL BE ABLE TO BE REMOVED FROM THE PUMP CHAMBER WITHOUT 4 CRESTVIEW DRIVE
ENTERING THE STRUCTURE EAST SANDWICH, MA 02537
6. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS IN THE FORCEMAIN PHONE: (508) 400-2365
7. AN ELECTRICAL PERMIT IS REQUIRED FOR THE INSTALLATION OF THIS SYSTEM SITE DESIGN, L L C
PUMP CHAMBER VOLUMES Residential Site Design and Permitting
1. PUMP CHAMBER VOLUME - 244 GALLONS PER FOOT OF HEIGHT
2. VOLUME DOSED PER PUMPING CYCLE = 110 GALLONS OR 0.45' (6') (INCLUDIN
Permit for .FLAO471QN.•gh;PTIC SYSTEM
3. EMERGENCY STORAGE = 440 GALLONS OR 1.80' (22") to St
a
FEB 0 9 2023
HEALTH DEPT.
_1 OF -7-