83-1714 - Site & Sewage Design PlanELEV = -3.35 ELEV = -3.42
B.O.H.
VIC
D. FLAHERTY D. FLAHERTY
114
DATUM.
SOIL iEVALUATOR. SOIL EVALUATOR,
Sol
ED. STONE ED. STONE
BACKHOE OPERATOR.
A.B. CANCO
soICTYPE: .
VERTICAL DATUM:
ti
DTH #1 INDICATES DEEP Cp 38
TEST HOLE INDICATES ADJ. G. WATER
N.G.V.D
28
tojv ST
BENCH MARK USI
wo
MIW-29 OCTOBER 04, INDEX = 9.0
RM -28
ZONE "A" ADJ. +2,2' DESIGN ELEV. 3.49 DTHf1
cc
as
ON SOI
0
BENCH -MARK SE'
"N tu cc
WILFIN
RD.
U.POLE
2 -A LEAST AST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6", OF FINISH GRADE, WITH ANY REMAINING
SPIKE
ACCESS PORTS'BROUGHT TO WITHIN 12" OF FINISH GRADE.
LOCUS
SOUTHI
(n
OF WITHSTANDING H-20 LOADING UNLESS THEY ARE MORE THAN
10'FROM DRIVES OR PARKING AREAS. THEY MAY THEN BE
67
SHORE SIDE
DRIVE
THE LOCATION OF ALL, UTILITIES PRIOR TO ANY EXCAVATION.
NANTUCKET SOUND
5.'ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6*1 OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
LOCUS MAP
7. SEPTIC TANK SANITARY TECS SHALL BE CONSTRUCTED OF
NOT
TO SCALE:
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6"
D.T.H. fl
ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE
D.T.H.12,
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
DATE: 10/21/04
DATE: 10/21/04
GROUND ELEV 6.65
GROUND ELEV 6.58
PLA
ADJ G.W. 3.48
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
ADJ. G.W. 3.41
10. THE OUTLET SANITARY <TEE SHALL BE EQUIPPED WITH A GAS
O/E/A
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF r PVC
31
O/E/A
LOAMY SAND
LOAMY,SAND
(2
BE LEVEL
IOYR13/3
IOYR 5/1
12. CHANGES OR REASONS To sEP-nc DESIGN REQUIRE
10YR 3/3
1 OYR 5/1
4(2
NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN
'10"30
LOAMY SAND
PER
B
LOAMY SAND
12
SE
1, CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
7.5YR 5/6
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
7.5YR 5/6
WORK ON THE SITE.
2'80
0
WITH DEEDED OR ZONING REGULATIONS. OVINER / APPLICANT
ELEV 4
0
AUTHORITY.
Ir I
-3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
38"
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
380 DISTURB
S.A.S. AREA IS PROHIBITED.
4. DOWN SPOUTS CONNECTED TO DRYWELLS.
48 WITH A
ELEV 2.6
STABALI
C
. TINE/MED
c
FINE/MED
-SAND
2.5Y 7/4
64"
SAND =2*
2.5Y 7/4
64*
5% GRAVEL
120*
120"
ELEV = -3.35 ELEV = -3.42
B.O.H.
VIC
D. FLAHERTY D. FLAHERTY
114
SOIL iEVALUATOR. SOIL EVALUATOR,
Sol
ED. STONE ED. STONE
BACKHOE OPERATOR.
A.B. CANCO
soICTYPE: .
PERC RATE:<2 MIN. PER INCH
LOADING RATE.- A-7� GAL/SF/M!N
DTH #1 INDICATES DEEP Cp 38
TEST HOLE INDICATES ADJ. G. WATER
INDICATES 64"
P7-5 4e PERC TEST INDICATES OBS. G. WATER
MIW-29 OCTOBER 04, INDEX = 9.0
ZONE "A" ADJ. +2,2' DESIGN ELEV. 3.49 DTHf1
GENERAL NOTES-
1.�=ALL WORKMANSHIP, AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2 -A LEAST AST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6", OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS'BROUGHT TO WITHIN 12" OF FINISH GRADE.
3.. ALL COMPONENTS OF -THE SANITARY SYSTEM -SHALL BE CAPABLE
OF WITHSTANDING H-20 LOADING UNLESS THEY ARE MORE THAN
10'FROM DRIVES OR PARKING AREAS. THEY MAY THEN BE
H-10 LOADING.
4. ;THE EXCAVATION CONTRACTOR SHALL NOTIFY DIGSAFE AND VERIFY
THE LOCATION OF ALL, UTILITIES PRIOR TO ANY EXCAVATION.
5.'ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6*1 OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TECS SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6"
ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
10. THE OUTLET SANITARY <TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF r PVC
11, ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALLBE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL
12. CHANGES OR REASONS To sEP-nc DESIGN REQUIRE
NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN
ENGINEERS REVIEW AND APPROVAL
PER
CONSTRUCTION NOTES:
1, CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
R
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
0
WITH DEEDED OR ZONING REGULATIONS. OVINER / APPLICANT
'IS TO OBTAIN SUCH DETERMINATION, FROM APPROPRIATE
0
AUTHORITY.
Ir I
-3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED.
4. DOWN SPOUTS CONNECTED TO DRYWELLS.