HomeMy WebLinkAbout323 Union Street Site and Sewage Plan 2oti z
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LOCUS MAP
NOT TO SCALE:
e
PROPOSED FIRST FLOOR
DATUM:
VERTICAL DATUM:
N. G. V. D.
BENCH MARK USED:
YARMOUTH MONUMENT #12
P.K. SET ELEVATION 13.32
ERAL NOTES:
ILL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
'OR SUBSURFACE DISPOSAL OF SEWERAGE.
4T LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
NCCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
NLL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
TAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
JNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
BUST WITHSTAND H-20 LOADING.
THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
DF ALL UTILITIES PRIOR TO ANY EXCAVATION.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
DR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
-INISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
'OOT OVER THE S.A.S. AND DISTRIBUTION BOX.
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
_OCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES,
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.
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
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
CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS RENEW
AND APPROVAL.
:ONSTRUCTION NOTES:
CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
SYSTEM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 15.51
FINISH GRADE
ELEV. 13.5
19'CS=0.025
(INCLUDES CRAWL)
IL
4" PVC
SCH 40 INV.=
INV.= 11.57 11.09 10 -TEE
5'-7"
4'-6 1�
RAISE COVERS TO
WITHIN 6" OF FINISH GRADE
FINISH GRADE 13'1
RISER WITHIN
MATCH EXISTING
FINISH
GRADE FINISH GRADE
9" OF FINISH GRADE
r
LOCUS
0
V
GROUND ELEVATION 12.6
WMEJ
(
Z
N
w
4r
}
o
m
14'5=0.080
14!DS=0.080
0
0
'—
4" PVC SCH 40
iSOS=0.040 O O O
o 0
0 O O
Qv't
/
LOCUS MAP
NOT TO SCALE:
e
PROPOSED FIRST FLOOR
DATUM:
VERTICAL DATUM:
N. G. V. D.
BENCH MARK USED:
YARMOUTH MONUMENT #12
P.K. SET ELEVATION 13.32
ERAL NOTES:
ILL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
'OR SUBSURFACE DISPOSAL OF SEWERAGE.
4T LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
NCCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
NLL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
TAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
JNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
BUST WITHSTAND H-20 LOADING.
THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
DF ALL UTILITIES PRIOR TO ANY EXCAVATION.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
DR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
-INISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
'OOT OVER THE S.A.S. AND DISTRIBUTION BOX.
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
_OCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES,
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.
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
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
CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS RENEW
AND APPROVAL.
:ONSTRUCTION NOTES:
CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
SYSTEM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 15.51
FINISH GRADE
ELEV. 13.5
19'CS=0.025
(INCLUDES CRAWL)
IL
4" PVC
SCH 40 INV.=
INV.= 11.57 11.09 10 -TEE
5'-7"
4'-6 1�
MAX
14 -TEE INV.=10.84 E
GAS BAFFLE 6"
5 OUTLET
4'-1" UQUID LEVEL D—BOX
4' 4" INV.=9.72
ELEV
6.50
` INV.=9.52
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK L
Q\�
CONCRETE
BOUND FOUND �7r-
v '\
N/F
ROBERT & SANDRA KITTILA
#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93
CONCRETE `
BOUND FOUND
1
47
r
O O
00 0 0 0 o 00000
00000 000
INV.=9.0 0 00000
00000' o 0 0 00000 c
0 00000 0 �+ o 00000 3/4" DOUBLE WASHED STONE
h 1"%O� 0 0 o A000p
00000 0 0 0 0000
0 0 00 0 0 0 0 0
O 0 O O
0000 o �, o �Op0p
f v
EXISTING BOT. ELEV. 6.0
LEACHING PIT 6' DIA
WITH 2' OF STONE
in
� M
TOWN OF YARMOUTH
CONCRETE BOUND
FOUND AND HELD
u/v/0
USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER
BY EAS SURVEY FIELD MEASUREMENTS
RECORD MHW = EL. 1.4'
X61 g¢. TO
l M C �RC/(C yOL�
RET FOND
qND
q T 8qS RI SFR
W/p
F,
BROKEN
EXISTING CESSPOOLS TO
BE PUMPED, SANDFILLED
CRUSHED AND ---�
ABANDONED IN ACCORDANCE
WITH TITLE V.
PROPOSED
D—BOX —
r�
co
D.T.H. #1 el
DATE: 6/9/96 TITLE V
GROUND ELEV 12.7
NO GROUNDWATER
" NO GROUNDWATER
ELEV = 2.7
SEPTIC INSPECTOR
MIKE DeDECKO
` BENCHMARK
3� 3 PK NAIL SET,
6.8' UP ELEV 13.32'
N.G.V.D.
10
I /
#323 /
1 /
EXISTING
1 1/2 STORY
3 BEDROOM
DWELLING
(CRAWL)
TC/SILL EL=15.51 /
EXISTING
A0 /^V . /// DWELLING
PROP.
BULKHEAD PROP. / FULL FND.
/ C.F. EL. 8.0'
XISTING / C.O. /
PATIO / PROP.
TO BE 21.11 ADDITION
REMOV f�*
(CRAWL) .N . % / PRIVEWAY I I
0) o�; / PROPOSED'
~� // 1500 GALLON / I3
10,mrN T SEPTIC TANK / ry
N/F
G \ S `O JERROLD & RITA WINER
SHED �� #327 UNION STREET
1691 S.F. o 73 , i / ASSESSORS MAP 61
DIRT cv — I / PARCEL 91
FLOOR 5.0 g 0•
EXISTING
N LEACHING PIT I
\ II TO REMAIN
l / / 28"
73,\ I ���/ 1831 MAPLE 13'
DTH -1 w
568649^E tFR� EXISTING
GARAGE
N/F
DAVID COULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT 110 GPB/D IM GPD
REQUIRED SEPTIC TANK
330 x_2 _ X660 GAL.
SEPTIC TANK PROVIDED = _j15 -_(2P_ _GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __ <2 _MIN./INCH
LONG TERM APPL. RATE-2-j-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
EXISTING 6' DIAMETER PIT. WITH 2' OF STONE AROUND
EFFECTIVE SIZE 10' DIAMETER BY 3' DEEP.
NOTE:
EXISTING THREE BEDROOM DWELLING
TO BE RECONFIGURED.
NO INCREASE IN FLOW.
LOCUS_ INFORMATION
CURRENT OWNER PAUL K. & SUSAN M. COOK
ADDRESS 25 WORON000 ROAD
WEYMOUTH
MA 02191
DEED REFERENCE 10825/145
PLAN REFERENCE, ABUTTING PLAN 456/27
FLOOD ZONE "C" 6/17/86
250015'0004 G
ASSESSORS MAP 61
PARCEL 92
LOT AREA 6.183± S.F.
EXISTING LOT COVERAGE 19% (169 + 1007) 1,176±' S.F.
(INCLUDES : SHED)
PROPOSED LOT COVERAGE 21.6% 1,337± S,F.. < 25% ALLOWED .
(INCLUDES SHED)
0 10 15 20 30 50
GRAPHIC SCALE:, 1 INCH 10 FEET
SITE AND SEWAGE PLAN
COMPONENT(S) UPGRADE
#323 UNION STREET
IN
SOUTH YARMOUTH, MASSACHUSETTS
SCALE 1" = 10' DATE: 'NOVEMBER "1, 2002
PREPARED FOR:
Mr. PAUL.& SUSAN COOK
25 WORONOCO ROAD
WEYMOUTH, MA 02191
781-331-0984
PREPARED 6Y:
'�Ma„4Ss_ t EAS SURVEY, I N C.',
EbVARD
Gm,
=t 141 RT. 6A A
'! �i .+.
� $TION±. u
0IM7, N P.O. Box 1729 apo �No 28900o
0 . ,Sita ti�Q SANDWICH, MA .02563- °rrt S
`f'sro�..�K`� PH. (508) 888-3619
FAX (508) 888-24.96 It"'
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
LTOPLEV.
2'RISER
1' MIN. -3' MAX. COVER
14'5=0.080
14!DS=0.080
lO..OT
2'RISER LEV. 10.0
2'RISER
'—
4" PVC SCH 40
iSOS=0.040 O O O
o 0
0 O O
MAX
14 -TEE INV.=10.84 E
GAS BAFFLE 6"
5 OUTLET
4'-1" UQUID LEVEL D—BOX
4' 4" INV.=9.72
ELEV
6.50
` INV.=9.52
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON PRECAST
CONCRETE SEPTIC TANK L
Q\�
CONCRETE
BOUND FOUND �7r-
v '\
N/F
ROBERT & SANDRA KITTILA
#319 UNION STREET
ASSESSORS MAP 61
PARCEL 93
CONCRETE `
BOUND FOUND
1
47
r
O O
00 0 0 0 o 00000
00000 000
INV.=9.0 0 00000
00000' o 0 0 00000 c
0 00000 0 �+ o 00000 3/4" DOUBLE WASHED STONE
h 1"%O� 0 0 o A000p
00000 0 0 0 0000
0 0 00 0 0 0 0 0
O 0 O O
0000 o �, o �Op0p
f v
EXISTING BOT. ELEV. 6.0
LEACHING PIT 6' DIA
WITH 2' OF STONE
in
� M
TOWN OF YARMOUTH
CONCRETE BOUND
FOUND AND HELD
u/v/0
USING EL. 2.46' NGVD AS ADJUSTED HIGH GROUNDWATER
BY EAS SURVEY FIELD MEASUREMENTS
RECORD MHW = EL. 1.4'
X61 g¢. TO
l M C �RC/(C yOL�
RET FOND
qND
q T 8qS RI SFR
W/p
F,
BROKEN
EXISTING CESSPOOLS TO
BE PUMPED, SANDFILLED
CRUSHED AND ---�
ABANDONED IN ACCORDANCE
WITH TITLE V.
PROPOSED
D—BOX —
r�
co
D.T.H. #1 el
DATE: 6/9/96 TITLE V
GROUND ELEV 12.7
NO GROUNDWATER
" NO GROUNDWATER
ELEV = 2.7
SEPTIC INSPECTOR
MIKE DeDECKO
` BENCHMARK
3� 3 PK NAIL SET,
6.8' UP ELEV 13.32'
N.G.V.D.
10
I /
#323 /
1 /
EXISTING
1 1/2 STORY
3 BEDROOM
DWELLING
(CRAWL)
TC/SILL EL=15.51 /
EXISTING
A0 /^V . /// DWELLING
PROP.
BULKHEAD PROP. / FULL FND.
/ C.F. EL. 8.0'
XISTING / C.O. /
PATIO / PROP.
TO BE 21.11 ADDITION
REMOV f�*
(CRAWL) .N . % / PRIVEWAY I I
0) o�; / PROPOSED'
~� // 1500 GALLON / I3
10,mrN T SEPTIC TANK / ry
N/F
G \ S `O JERROLD & RITA WINER
SHED �� #327 UNION STREET
1691 S.F. o 73 , i / ASSESSORS MAP 61
DIRT cv — I / PARCEL 91
FLOOR 5.0 g 0•
EXISTING
N LEACHING PIT I
\ II TO REMAIN
l / / 28"
73,\ I ���/ 1831 MAPLE 13'
DTH -1 w
568649^E tFR� EXISTING
GARAGE
N/F
DAVID COULTER
#26 PLEASANT STREET
ASSESSORS MAP 61
PARCEL 94
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT 110 GPB/D IM GPD
REQUIRED SEPTIC TANK
330 x_2 _ X660 GAL.
SEPTIC TANK PROVIDED = _j15 -_(2P_ _GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __ <2 _MIN./INCH
LONG TERM APPL. RATE-2-j-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
EXISTING 6' DIAMETER PIT. WITH 2' OF STONE AROUND
EFFECTIVE SIZE 10' DIAMETER BY 3' DEEP.
NOTE:
EXISTING THREE BEDROOM DWELLING
TO BE RECONFIGURED.
NO INCREASE IN FLOW.
LOCUS_ INFORMATION
CURRENT OWNER PAUL K. & SUSAN M. COOK
ADDRESS 25 WORON000 ROAD
WEYMOUTH
MA 02191
DEED REFERENCE 10825/145
PLAN REFERENCE, ABUTTING PLAN 456/27
FLOOD ZONE "C" 6/17/86
250015'0004 G
ASSESSORS MAP 61
PARCEL 92
LOT AREA 6.183± S.F.
EXISTING LOT COVERAGE 19% (169 + 1007) 1,176±' S.F.
(INCLUDES : SHED)
PROPOSED LOT COVERAGE 21.6% 1,337± S,F.. < 25% ALLOWED .
(INCLUDES SHED)
0 10 15 20 30 50
GRAPHIC SCALE:, 1 INCH 10 FEET
SITE AND SEWAGE PLAN
COMPONENT(S) UPGRADE
#323 UNION STREET
IN
SOUTH YARMOUTH, MASSACHUSETTS
SCALE 1" = 10' DATE: 'NOVEMBER "1, 2002
PREPARED FOR:
Mr. PAUL.& SUSAN COOK
25 WORONOCO ROAD
WEYMOUTH, MA 02191
781-331-0984
PREPARED 6Y:
'�Ma„4Ss_ t EAS SURVEY, I N C.',
EbVARD
Gm,
=t 141 RT. 6A A
'! �i .+.
� $TION±. u
0IM7, N P.O. Box 1729 apo �No 28900o
0 . ,Sita ti�Q SANDWICH, MA .02563- °rrt S
`f'sro�..�K`� PH. (508) 888-3619
FAX (508) 888-24.96 It"'