HomeMy WebLinkAboutEngineered Plans - Rev. 2017LOCUS DATA
CURRENT OWNER 1313 MAIN
REALTY TRUST
PLAN REFERENCE 118-153
DEED REFERENCE 24761-309
ZONING DISTRICT B-1
FLOOD ZONE "X"
ASSESSORS MAP 60
PARCEL 165
OVERLAY DISTRICT GIZ
LOT AREA 20,058± S.F.
SITE & SEWAGE
REPAIR PLAN
WOK'N ROLL
1319 MAIN ST./RT 28
IN
S. YARMOUTH, MA
DATE: FEBRUARY 6, 2017
REV: MAY 6, 2017
OWNER/APPLICANT:
1313 MAIN ST. R.T.
1323 ROUTE 28
SOUTH YARMOUTH, MA
508-367-7287
SHEET 1 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
A=99.71'
R=1969.65
LOT 8 & 8A
17,822± S.F.
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of
ROUTE 28 - MAIN S TREE -T "71,
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A=100.29' R�=1769.65'
MAY 10 817
tL
Yarmouth Health Department
Date
0 30 45 60
GRAPHIC SCALE:
1 INCH = 30 FEET
LOCUS MAP
L O T
F &
6
NOT TO SCALE:
20,058± S.F.
17-0103
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A=100.29' R�=1769.65'
MAY 10 817
tL
Yarmouth Health Department
Date
0 30 45 60
GRAPHIC SCALE:
1 INCH = 30 FEET
OF
DA
JAH Y,JR
N 1 11
STE
SANITAR%
SITE & SEWAGE
REPAIR PLAN
WOK'N /,? OL L
1319 MAIN ST./RT 28
IN
S. YARMOUTH, MA
DATE: FEBRUARY 6, 2017
REV: MAY 6, 2017
OWNER/APPLICANT:
1313 MAIN ST. R.T.
1323 ROUTE 28
SOUTH YARMOUTH, MA
508-367-7287
SHEET 2 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
17 EXISTING —
LEACHING FIELD
1.7'
1.7'
\ I 19.4'
1
1
G-��G/
G G 0.291 /
R-1769
14.2'
G
G
0 10 15 20 - s5
PROPOSED POST & RAIL
GRAPHIC SCALE: FENCE TO PROHIBIT
1 INCH = 10 FEET DRIVING OVER THE
LEACHING CHAMBERS
JPROPOSED H-20 2,000
GALLON (2) COMP.
SEPTIC TANK
WITH COMM. FILTER
OUTLET.
EXISTING H-20 1,000
GALLON GREASE TRAP TO
REMAIN WITH EX. COMM.
FILTER 0 OUTLET
3.1' EXISTING SEPTIC TANK
TO BE REMOVED
PROPOSED H-20 DB -9
–WITH INLET TEE
PROPOSED LEACHING
L�:
AREA. 42 ARC 36 HC
ADS PLASTIC CHAMBERS
/G
17.2' x 35.0'
`
`
3
o
0
0
–
`ice
EXISTING LEACH PITS TO BE
BENCHMARK
3
0
G
NAIL SET IN
POLE
o l
N
BY OTHERS.
ELEV
20.00
0
O
1
In
PUMP, CRUSH &
IPORT(S)
II
ABANDON EXISTING
Z
LEACHING PIT IN
C
ACCORDANCE WITH
TITLE 5.
17 EXISTING —
LEACHING FIELD
1.7'
1.7'
\ I 19.4'
1
1
G-��G/
G G 0.291 /
R-1769
14.2'
G
G
0 10 15 20 - s5
PROPOSED POST & RAIL
GRAPHIC SCALE: FENCE TO PROHIBIT
1 INCH = 10 FEET DRIVING OVER THE
LEACHING CHAMBERS
JPROPOSED H-20 2,000
GALLON (2) COMP.
SEPTIC TANK
WITH COMM. FILTER
OUTLET.
EXISTING H-20 1,000
GALLON GREASE TRAP TO
REMAIN WITH EX. COMM.
FILTER 0 OUTLET
3.1' EXISTING SEPTIC TANK
TO BE REMOVED
PROPOSED H-20 DB -9
–WITH INLET TEE
PROPOSED LEACHING
w
AREA. 42 ARC 36 HC
ADS PLASTIC CHAMBERS
17.2' x 35.0'
0
3
o
0
0
N
EXISTING LEACH PITS TO BE
3
PUMPED CRUSHED AND
=
REMOVED IN ACCORDANCE
o l
N
WITH TITLE 5
1
0
1
In
PROPOSED OBSERVATION
IPORT(S)
II
Z
d
SILL ELEV. 21.2
GRADE ELEV. 20.5
)L e1411z.
4" PVC
INV.= 2 MIS M
NV.= X. 16.70 EXIST. TEE
FINISH GRADE
ELEV. 19.86
VA
10
4" PVC
SCH 40
2'®
4'-1" LIQUID' LEVEL
RAISE COVERS TO THIN 6" OF FINISH GRADE
FINISH GRADE
ELEV. 19.5 EL E 18.3
TOP
4�_
�I 0.13 �
EXIST. INV.=II 7 -MIN 3 MAX
FILTER 16.50 U
10' TEE TEES »
PROP.
19
INV. TEES
FILTEF
=16.00 5'-4" LQ. LEVEL
(X2) 1,330 GALLONS 665 GI
DATUM: EXISTING 1,000 GALLON GREASE TRAP
TANK TO REMAIN (H-20)
VERTICAL DATUM: ASSUMED MSL
BENCH MARK USED: NAIL SET BY OTHERS IN
UTILITY POLE ELEV. 20.00
17-0103-SEP.DWG
SITE & SEWAGE
REPAIR PLAN
WOK'IV ROL L
1319 MAIN ST./RT 28
IN
S. YARMOUTH, MA
DATE: FEBRUARY 6, 2017
REV: MAY 6, 2017
OWNER/APPLICANT:
1313 MAIN ST. R.T.
1323 ROUTE 28
SOUTH YARMOUTH, MA
508-367-7287
SHEET 3 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
BOT.
10.00
PROPOSED 2,000 GALLON 2 COMPARTMENT
TANK SET ON LEVEL STABLE BASE (H-20)
DB -9
H-20
.=14.90
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK IS DISCOURAGED.
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS 01
FOR SUBSURFACE DISPOSAL OF SEWERAGE. o
2 ALL ACCESS PORTS BROUGHT TO FINISH GRADE WITH
ADJ. G.WATER TH#1
OBSERVATION PORT(S)
/ / SCREW CAP
MIN 6" SAND FILL
MANHOLES. -.-2.8T 2.8T--+--- 2.8T--+-- 2.8T-•+- - 2.8T---�---- 2.8T --I
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-20 LOADING. ,
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 17.22
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. SIDE VIEW
5. ANY MASONRY UNITS USED TO BRING COVERS TO 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 TEE'S 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 4" PVC
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALL BE 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 REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE OVER ALL COMPONENTS.
SYSTEM DESIGN
PROPOSED DESIGN FLOW
19 SEATS AT 20 GPB/D M- GPD
REQUIRED SEPTIC TANK (2 COMP)
380 x 3 = 1,140 GAL.
PROPOSED SEPTIC TANK = -LQOO -GAL.
PROPOSED GREASE TRAP DESIGN FLOW
19 SEATS AT 15 GPB/D 2$5- GPD
EXISTING 1,000 GALLON GREASE TRAP
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE <_? _-__MIN./INCH
LONG TERM APPL. RATE-9.,Z-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
380 _ 0.74 SF/GPD = 514_S.F. MIN. REQ.
USING 42 ARC 36 HC (H-20) CHAMBERS
UNITS AND NO STONE AROUND
4.80 SF / LF X (6 x 35) = 1008 S.F
1008 x 0.74 G/SF = 746 GPD
746 GPD PROV > 380 GPD REQ. = 366 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
BOTTOM OF HOLE 12.0'
DTH #1 ib INDICATES DEEP
TEST HOLE
INDICATES
P-1 60" PERC TEST
NO MOTTLING
NO WEEPING
b
R
moo- 144" INDICATES ADJ. GROUNDWATER
==> INDICATES OBS. GROUNDWATER
D.T.H. #1 91
DATE: 1/19/17
GROUND ELEV. 17.9
ADJ. GW 5.9
A
FILL
1OYR 5/1
24"
B
LOAMY SAND
7.5YR 5/8
36"
ELEV = 14.9
C-1
MED. SAND
10YR 6/6
48"
C-2 60" EL=12.9
COARSE SAND
2.5Y 7/4
NO G.WATER 144"
ELEV = 5.9
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR,
ELLIS BROTHERS (KEVIN)
SOIL TYPE: _1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN
(2) OBSERVATION PORTS TO
GRADE / SCREW ON CAP
ELEV 17.9 GROUND ELEVATION 16.9
„
36 MAX -12" MIN' OF COVER
TOP ELEV 15.03
4" PVC
SCH 40
®S=0.02
(42) ARC 36 HC (H-20)
INV.= 14.54\
6 ROWS OF 7 UNITS
INV.-
EACH UNIT 34.5" x 60" x 13" o
14.70 -
35.0' -� a
o 13E95
17.2'x35' LEACHING AREA 'H
IN FIELD CONFIGURATION t LEV. 5.9
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK IS DISCOURAGED.
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS 01
FOR SUBSURFACE DISPOSAL OF SEWERAGE. o
2 ALL ACCESS PORTS BROUGHT TO FINISH GRADE WITH
ADJ. G.WATER TH#1
OBSERVATION PORT(S)
/ / SCREW CAP
MIN 6" SAND FILL
MANHOLES. -.-2.8T 2.8T--+--- 2.8T--+-- 2.8T-•+- - 2.8T---�---- 2.8T --I
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-20 LOADING. ,
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 17.22
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. SIDE VIEW
5. ANY MASONRY UNITS USED TO BRING COVERS TO 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 TEE'S 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 4" PVC
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALL BE 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 REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE OVER ALL COMPONENTS.
SYSTEM DESIGN
PROPOSED DESIGN FLOW
19 SEATS AT 20 GPB/D M- GPD
REQUIRED SEPTIC TANK (2 COMP)
380 x 3 = 1,140 GAL.
PROPOSED SEPTIC TANK = -LQOO -GAL.
PROPOSED GREASE TRAP DESIGN FLOW
19 SEATS AT 15 GPB/D 2$5- GPD
EXISTING 1,000 GALLON GREASE TRAP
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE <_? _-__MIN./INCH
LONG TERM APPL. RATE-9.,Z-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
380 _ 0.74 SF/GPD = 514_S.F. MIN. REQ.
USING 42 ARC 36 HC (H-20) CHAMBERS
UNITS AND NO STONE AROUND
4.80 SF / LF X (6 x 35) = 1008 S.F
1008 x 0.74 G/SF = 746 GPD
746 GPD PROV > 380 GPD REQ. = 366 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
BOTTOM OF HOLE 12.0'
DTH #1 ib INDICATES DEEP
TEST HOLE
INDICATES
P-1 60" PERC TEST
NO MOTTLING
NO WEEPING
b
R
moo- 144" INDICATES ADJ. GROUNDWATER
==> INDICATES OBS. GROUNDWATER
D.T.H. #1 91
DATE: 1/19/17
GROUND ELEV. 17.9
ADJ. GW 5.9
A
FILL
1OYR 5/1
24"
B
LOAMY SAND
7.5YR 5/8
36"
ELEV = 14.9
C-1
MED. SAND
10YR 6/6
48"
C-2 60" EL=12.9
COARSE SAND
2.5Y 7/4
NO G.WATER 144"
ELEV = 5.9
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR,
ELLIS BROTHERS (KEVIN)
SOIL TYPE: _1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN