HomeMy WebLinkAboutEngineered Plans - 2015LOCUS DATA
CURRENT OWNER REENA' W. LEWIS
PLAN REFERENCE LCP 32462 H & J
DEED REFERENCE CTF 143490
ZONING DISTRICT R-25
FLOOD ZONE "X"
ASSESSORS MAP 47
PARCEL 88
OVERLAY DISTRICT STATE ZONE II
LOT AREA 20,066± S.F.
SITE & SEWAGE
REPAIR PLAN
�5
JA NV OR WA Y
IN
W. YARMOUTH, MASS
DATE: DEC. 18, 2015
OWNER/APPLICANT:
CRAIG BEAMIS
#5 JANNOR WAY
W. YARMOUTH
MA 02673
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU RVEY@YAH 00. COM
JA NNOfR -7WA y BUCK ISLAND ROAD
= LOCUS
\ z
S 23'42'58" E 63.55' zo
0 A 26 8 \ N a
Q exp ' 00
O P „�O BENCHMARK �Q o o
CENTER OF I } I \c
CATCH BASIN.
ELEV=25.57
\ o
CONCRETE P
Q OUND I o (7)3\\ \\ \ R `� MAIN STREET
FOUND I \ l q s0.00 28
Q L 0 TS 60 & 6 i I 11 \\ O 00 LOCUS MAP
20,066± S.F. / I / w NOT TO SCALE:
15-0134
25
V o o/ / PORCH ', I L O T 59
co 00 l /LIV r ---24
(1 \ Q co l FAMILY RM
�V ¢ ROOM m BR#3 gR#4
/ l DINING HALL 3 I /� M HED
ROOM KILOT 62
TCHEN �' / �'
Q
/ / m Q
z3
e / J6 —
/ m R#5 C.O. S 1,
DECK/ '10,00'11„ E ��-22
I REPLACE EXISTING 1,000GALLON SEPTIC TANK
10.8' 10.0 ` N WITH NEW H-10
BOUND
ETE // / / I \ \ o `\ w 000
GALLONPSEPTICNTA K.
FOUND / \ ��'.
/ / SHED ° �N� ® \\ \ WAX 21
/ 1 r'o,1 INSTALL 2 SECTIONS
OF POST & RAIL
,� ' I \ ; '. •. \ \ FENCE OR R.R. TIE
N ` o CURB STOPS AT END
fn
5„ ' \1 ° RRS, ` cr OF DRIVEWAY
DEC 2 12015
o P-1 ° 22 LO T 61
PUMP. CRUSH AND M 2p8, 6, x w
REMOVE EXISTING I
LEACHING PIT FROM ° S 01•
LOCUS PROPERTY. N ` '0,
BENCHMARK: TOP OF ^ 10.9 � — 2S, F
CONCRETE BOUND. `� N L 0 T 60 '9'
ELEVATION 30.30 v� \
�N OF yds Yarmouth Health Department N
y�` S90 AppR ON' T) PROPOSED 13'x42.0'
o� EDWARD yG r LEACHING CHAMBERS
A.,�'I ()
STONE /����� N (4x500 GAL CHAMBERS) .�
1
No. 28980
LL NYL�
GZ"
-- - - KIT. LIV. RM
itii►lilt: U
m
1 HALL
UTILITY FINISHED LOWER LEVEL
CELLAR
AREA
LNDY BATH BR#2 BR#1
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
0
PROPOSED STRIPOUT. 5'
ALL AROUND AT THIS END
OF SAS TO C -HORIZON
,0// 4.0 W' -It- t -i nrj�;2
SILL SYSTEM DESIGN
ELEV. 32.66 RAISE COVERS TO WITHIN 6" OF FINISH GRADE
CF.=25.0 PROPOSED
CLEANOUT
sr
16'CS=0.04
INV.= SCH 40 - 4' PVCT MIN -3
EXISTING TO REMAIN INV
22.75 10" TEE
V-8"
4'-7"
4'-0"
1,100 GAL
MINIMUM
FINISH GRADE
ELEV. 24.5
ELEV. 24.5
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
2,000 GALLON PRECAST 2 COMPARTMENT
H-10 CONCRETE SEPTIC TANK
SITE & SEWAGE
REPAIR PLAN
�5
JA NNOR W Y
IN
W. YARMOUTH, MASS
DATE: DEC. 18, 2015
OWNER/APPLICANT:
CRAIG BEAMIS
#5 JAN N OR WAY
W. YARMOUTH
MA 02673
SHEET 2 OF 2
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
FINISH GRADE
ELEV. 26.0
TOP ELEV.
14'OS=0.02 00000
10 000
00
INV.=22.28 '
INV.= 22.00
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, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
CENTER CHAMBER RISER
RAISE TO WITHIN 6"
OF FINISH GRADE
ELEVATION = 24.0
/,7,: /- �� 7N,
1' MIN. -3' MAX.
0 00000
�o-A
000
0 0000
S.A.S. (13.0' x 42.0')
FOUR 5' -0"x8' -6"x3'-0"
H-20 CHAMBERS
oloi
w
a 0�
r, IR
r,:ori
22wf/
0j PROPOSED 5'
STRIPOUT TO
C HORIZON
PER CMR15.255
1� 5
12.3
• -We -��Q _•••••
••••• •••••
••••• •••••
•- 4.0' -- �- 5.0'
GENERAL NOTES: 13.0' -�-{
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SIDE VIEW
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST 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-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING. SEE PROPOSED FENCING
AND / OR RAILROAD TIES CURB STOPS AT END OF DRIVEWAY
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" 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 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 ON ALL COMPONENTS.
OF
ATUM:
DESIGN FLOW
BEDROOMS AT 110 GPB/D 55p_ GPD
REQUIRED 2 COMPARTMENT SEPTIC TANK
_550 x_300% _ = -----1650 GAL.
SEPTIC TANK PROVIDED = --2&0Q-GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __ <2 ____MIN./INCH
LONG TERM APPL. RATE_Q•74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
550 + 0.74 SF/GPD = 774 S.F. MIN. REQ.
USING H-10 CONCRETE LEACHING CHAMBERS
3.5'OS=0.015
BOTTOM (13.0' x 42.0')
4" PVC SCH 40
SIDE WALL (13' + 42') 2x2 =
INV.=
14"TEE
INSTALL
50
22. 6"
GAS BAFFLE6
OUTLET
= 16 GPD RES.
4'-4° H-10 DB -
INV.= 22.45
550 GAL
MINIMUM
BOT 18.17
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
2,000 GALLON PRECAST 2 COMPARTMENT
H-10 CONCRETE SEPTIC TANK
SITE & SEWAGE
REPAIR PLAN
�5
JA NNOR W Y
IN
W. YARMOUTH, MASS
DATE: DEC. 18, 2015
OWNER/APPLICANT:
CRAIG BEAMIS
#5 JAN N OR WAY
W. YARMOUTH
MA 02673
SHEET 2 OF 2
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
FINISH GRADE
ELEV. 26.0
TOP ELEV.
14'OS=0.02 00000
10 000
00
INV.=22.28 '
INV.= 22.00
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, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
CENTER CHAMBER RISER
RAISE TO WITHIN 6"
OF FINISH GRADE
ELEVATION = 24.0
/,7,: /- �� 7N,
1' MIN. -3' MAX.
0 00000
�o-A
000
0 0000
S.A.S. (13.0' x 42.0')
FOUR 5' -0"x8' -6"x3'-0"
H-20 CHAMBERS
oloi
w
a 0�
r, IR
r,:ori
22wf/
0j PROPOSED 5'
STRIPOUT TO
C HORIZON
PER CMR15.255
1� 5
12.3
• -We -��Q _•••••
••••• •••••
••••• •••••
•- 4.0' -- �- 5.0'
GENERAL NOTES: 13.0' -�-{
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SIDE VIEW
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST 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-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING. SEE PROPOSED FENCING
AND / OR RAILROAD TIES CURB STOPS AT END OF DRIVEWAY
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" 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 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 ON ALL COMPONENTS.
OF
ATUM:
DESIGN FLOW
BEDROOMS AT 110 GPB/D 55p_ GPD
REQUIRED 2 COMPARTMENT SEPTIC TANK
_550 x_300% _ = -----1650 GAL.
SEPTIC TANK PROVIDED = --2&0Q-GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __ <2 ____MIN./INCH
LONG TERM APPL. RATE_Q•74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
550 + 0.74 SF/GPD = 774 S.F. MIN. REQ.
USING H-10 CONCRETE LEACHING CHAMBERS
WITH 4' OF STONE ALL AROUND
BOTTOM (13.0' x 42.0')
= 546 S.F.
SIDE WALL (13' + 42') 2x2 =
220 S.F
766 S.F.
766 S.F.x 0.74 G/SF
= 566 GPD
566 GPD PROV > 550 GPD REQ.
= 16 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
D.T.H. #1 0
DATE: 11-24-15
GROUND ELEV. 25.3
NO GROUNDWATER
A
LOAMY SAND
1OYR 5/1
12"
RTICAL DATUM: N.G.V.D. (DOWN CAPE ENG.) B
LOAMY SAND
NCH MARK USED: TOP OF CONCRETE BOUND 7.5YR 6/6
ELEVATION 30.30 ELEV =22.3
DTH #1 INDICATES DEEP
TEST HOLE
NO MOTTLING
NO WEEPING INDICATES
P-1 48" PERC TEST
..10- 156" INDICATES ADJ. GROUNDWATER
NO OBS. GROUNDWATER
NO OBSERVED GROUNDWATER
DEPTH TO BOTTOM OF HOLE 13.0
VARIANCES REQUESTED
NONE
36"
48"
C
MEDIUM /
COARSE SAND
10YR 7/6
156"
ELEV =12.3
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
FISHER (MIKE)
SOIL TYPE: -_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN