HomeMy WebLinkAbout323 Union Street Site and Sewage Plan 5s ..
Z DATUM:
9� VERTICAL DATUM:
z
N. G. V. D.
BENCH MARK USED:
28 YARMOUTH MONUMENT #12
P.K. SET ELEVATION 13.32
SYSTEM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 15.51
FINISH GRADE
ELEV. 13.5
19'OS=0.025
(INCLUDES CRAWL)
SCH 40 INV.= 2hFIN-
INV.= 11.57 11.09 10 -TEE
5'-7"
4'-6 1/2
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE 13'1 RISER WITHIN
MATCH EXISTING FINISH GRADE FINISH GRADE 9" OF FINISH GRADE
/�� ��� ELEV. 12.9 ELEV. 12.7 GROUND ELEVATION 12.6
14'@S=0.080
MAX 4" PVC SCH
14"TEE INV.=10.84
GAS BAFFLE
4'-1" LIQUID LEVEL
4'-4" L
ELEV
6.50
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK
CONCRETE
BOUND FOUND
44j`
k' e ' i, v
N.
I'••Fitii 1 f 7
ler' \ /
Dep'
Yzsrnouth �"a:::r U ` -
+rp 1 1 2003
1950"e 66.Sn,
N/F
ROBERT & SANDRA KITTILA
#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93
2'RISER 1 MIN. -3' MAX. COVER
2'RISER TOP ELEV. 10.0
13'6'S=0.040 O O O o 0 00000
0 0 0 00000
00000 0 0 00000
INV.=9.0
5 OUTLET 0.0000 o d o 00000
D -BOX
IV.=9.72 01 O0000 c' OO 0 of 3/4" DOUBLE WASHED STONE
00
M 00000 0 o c+ 00000 v
00000 a o 0 0000
INV.=9.52 00000 0 0 0 00000
00000 o r� 0 00000
EXISTINGBOT. ELEV. 6.0
LEACHING PIT 6' DIA
/ WITH 2' OF STONE
in
USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER
BY EAS SURVEY FIELD MEASUREMENTS
TOVIN OF YARMOUTH RECORD MHW = EL. 1.4'
COICRETE BOUND
FOUND AND HELD
267,54 ?O
D
,N CONC
V CReOt K'AO(JND q
N/O/ (Al QASS Edo
r (33• w� R�V�R
plj'941;�
CONCRETE S 9.41 10'f R�
BOUND FOUNDt T
BROKEN /
EXISTING CESSPOOLS TO
BE PUMPED, SANDFILLED
CRUSHED AND =�
ABANDONED IN ACCORDANCE
WITH TITLE V.
PROPOSED
D -BOX -
tStUKUUMS A I iiu UFtl/U ..2ZL UFU ,
REQUIRED SEPTIC TANK
_ _330 x_2 _ 660 GAL.
SEPTIC TANK PROVIDED= :!&9L GAL,
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _,_ __MIN./INCH
LONG TERM APPL. RATE_.074_GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
EXISTING 6' DIAMETER PIT WITH 2' OF STONE AROUND
EFFECTIVE SIZE 10' DIAMETER BY 3' DEEP..
I_J NO GROUNDWATER -
ELEV = 2.7
NOTE:
SEPTIC INSPECTOR EXISTING THREE BEDROOM DWELLING
MIKE DeDECKO Tn as PPPM97Ic115>97T1
w
BENCHMARK
6.8 3� 3
r LOCUS o
PK NAIL. SET
u M z
w }omi
'L
ELEV 13.32'
cn
P O O
N
3.6' S>>y�l
1
�` ��`
Ov0 O 0
�Q2
"f
QvR-
LOCUS MAP
-k
NOT TO SCALE:
z BEDROOM
o #3#3�T
_
1111111111
BATH
/
KIT./D.ROOM LIVING
EXISTING
ROOM
PROPOSED FIRST FLOOR
BEDROOM
#2
BATH ffM
BEDROOM
#1
PROPOSED SECOND FLOOR
GENERAL NOTES:
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
-
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
TC/SILL EL=15.51 /
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
3
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING.
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.
5.
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
C.F. EL. 8.0'
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
C.O.
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
TO BE 21.1
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
11.
ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
(CRAWL)Iry / AY !/
SHALL BE SLOPED 1/4 INCH PER FOOT MIN, EXCEPT FOR THE
l 1
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
10 MIN i-><-- SEPTIC TANK /
AND APPROVAL.
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
L 28.3'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED O4 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
169± S.F.
S.A.S. AREA IS PROHIBITED
SYSTEM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 15.51
FINISH GRADE
ELEV. 13.5
19'OS=0.025
(INCLUDES CRAWL)
SCH 40 INV.= 2hFIN-
INV.= 11.57 11.09 10 -TEE
5'-7"
4'-6 1/2
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE 13'1 RISER WITHIN
MATCH EXISTING FINISH GRADE FINISH GRADE 9" OF FINISH GRADE
/�� ��� ELEV. 12.9 ELEV. 12.7 GROUND ELEVATION 12.6
14'@S=0.080
MAX 4" PVC SCH
14"TEE INV.=10.84
GAS BAFFLE
4'-1" LIQUID LEVEL
4'-4" L
ELEV
6.50
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK
CONCRETE
BOUND FOUND
44j`
k' e ' i, v
N.
I'••Fitii 1 f 7
ler' \ /
Dep'
Yzsrnouth �"a:::r U ` -
+rp 1 1 2003
1950"e 66.Sn,
N/F
ROBERT & SANDRA KITTILA
#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93
2'RISER 1 MIN. -3' MAX. COVER
2'RISER TOP ELEV. 10.0
13'6'S=0.040 O O O o 0 00000
0 0 0 00000
00000 0 0 00000
INV.=9.0
5 OUTLET 0.0000 o d o 00000
D -BOX
IV.=9.72 01 O0000 c' OO 0 of 3/4" DOUBLE WASHED STONE
00
M 00000 0 o c+ 00000 v
00000 a o 0 0000
INV.=9.52 00000 0 0 0 00000
00000 o r� 0 00000
EXISTINGBOT. ELEV. 6.0
LEACHING PIT 6' DIA
/ WITH 2' OF STONE
in
USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER
BY EAS SURVEY FIELD MEASUREMENTS
TOVIN OF YARMOUTH RECORD MHW = EL. 1.4'
COICRETE BOUND
FOUND AND HELD
267,54 ?O
D
,N CONC
V CReOt K'AO(JND q
N/O/ (Al QASS Edo
r (33• w� R�V�R
plj'941;�
CONCRETE S 9.41 10'f R�
BOUND FOUNDt T
BROKEN /
EXISTING CESSPOOLS TO
BE PUMPED, SANDFILLED
CRUSHED AND =�
ABANDONED IN ACCORDANCE
WITH TITLE V.
PROPOSED
D -BOX -
tStUKUUMS A I iiu UFtl/U ..2ZL UFU ,
REQUIRED SEPTIC TANK
_ _330 x_2 _ 660 GAL.
SEPTIC TANK PROVIDED= :!&9L GAL,
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _,_ __MIN./INCH
LONG TERM APPL. RATE_.074_GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
EXISTING 6' DIAMETER PIT WITH 2' OF STONE AROUND
EFFECTIVE SIZE 10' DIAMETER BY 3' DEEP..
I_J NO GROUNDWATER -
ELEV = 2.7
NOTE:
SEPTIC INSPECTOR EXISTING THREE BEDROOM DWELLING
MIKE DeDECKO Tn as PPPM97Ic115>97T1
N/F
DAVID COULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94
- v
BENCHMARK
6.8 3� 3
PK NAIL. SET
UP
ELEV 13.32'
3.6' S>>y�l
1
�` ��`
N.G. V.D.
"f
59,40.
-k
#323 I
/
EXISTING
1 1/2 STORY
3 BEDROOM
%
DWELLING
(CRAWL)
TC/SILL EL=15.51 /
VL
3
/
EXISTING
DWELLING
n PROP.
//
BULKHEAD
PROP.
T
/
FULLFND.
/
C.F. EL. 8.0'
Q°tV
EXISTING
C.O.
PATIO
PROP.
TO BE 21.1
ADDITION
REMOVE-
(CRAWL)Iry / AY !/
l 1
o P0W
�o I A I
oo,' PRO
3
/ 1500 GALLON
�\
10 MIN i-><-- SEPTIC TANK /
_
L 28.3'
EXISTINGQS
N/F
JERROLD & RITA W1NER
SHED
- / /
#327 UNION STREET
169± S.F.
- 1,3 , I c'?
ASSESSORS MAP 61
DIRT
^ ccv ' -' I
PARCEL 91
FLOOR 5.0
EXISTING I
?y
I ��� LEACHING PIT �t
TO REMAIN
28"
13
I \ --� / 1g3, MAPLE 13.
\
I D iAgSS R AAH�
1
I`FR)
SgBT
64g�
EXISTING
GARAGE
N/F
DAVID COULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94