HomeMy WebLinkAbout83-1753 - Site & Sewage Plan0021
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BROADWAY
LOCUS
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oRF Ro T
eeS
TFR
ST
LOCUS MAP\ I #18 COLUMBUS AVENUE #14 COLUMBUS AVENUE
NOT TO SCALE: I ASSESSORS MAP 22 I ASSESSORS MAP 22
PARCEL 443 PARCEL 442
` I I
D.T.H. #1
DATE: OCTOBER 19, 2005
GROUND ELEV 8.1 j
NO GROUNDWATER CONCRETE BOUND 10.00'
J I I 90.00' FOUND & HELD
1
FILL
A
o
LOAMY
SAND
10YR
3/2
B
1Do- 00, /
MEDIUM
SAND
7.5YR5/8
I _ I \ r r
1 1
SYSTEM PROFILE:
2.85
C
,
`
MEDIUM
SAND
2.5Y
6/2
A. VON HONE
\ \ � \
NOT TO SCALE
FIRST FLOOR
TOP OF FOUNDATION
°
RAISE
COVERS TO WITHIN 6"
OF FINISH GRADE
I
\
RO
OS PO
L F NC \
1 t1 0,
ELEV. 12.5
INDICATES MICHAEL & JUDITH McKAY _ _ / i
D. MEYER
DRAINAGE DEPRESSION \\ \\
\
9.2
L�
...�... ,... ......
9 I
o
o
P -1A 44" PERC TEST 64" INDICATES GROUNDWATER ;8 SHORE RD. - - - - - - '
ELEV. 13.5
BACKHOE OPERATOR.
,
(PER .YARMOUTH CONSERVATION OFFICER) / \
o °
\..............
�'O
\
w
48" '
FINISH GRADE -
/
FINIS4RADE
�'
`_- -
- 10x14'
a
SILVER LEAF LANE
52„
.•
ELEV. 11.8
\
ELEV.
w
I
FINISH GRADE
BUILDING
.12
PERC RATE:
LOADING RATE: 0_74 GAL/SF/MIN
/�
ASSESSORS MAP 22
.��
..... °.... ............
...
.ELEV. 11,0 GROUND
ELEVATION 10.75
63"
I
1
°
o
/h
T P = 11
••
\
/// /�
,
MIN.
WELL MIW-29
,
-----------
64"
1 -3'
MAX. COVER
m
"ENGLEWOOD"
°
.'
10'0 2% SLOPE
?�
FLOOD VENTS TO BE INSTALLED
4'® 1:5%
SLOPE
TOP STONE ELEV 9.92 ��
2" MIN 1/8"-1/4" DOUBLE WASHED PEA STONE
/ °
;. ° c
r.
4" PV
PER ARCHITECTURAL PLANS
4" PVC SCH 40
O O OO O OO O 00 OO O O
o
°
SCH 40
INV.=
22 MIEN-3rMAX
USE BOH ALLOWED ADJ. OF 1.0'
OQOpOOpO�00pO�000pO00p0
INV.= 10.34
10.14
10"TEE
9.89
O O OOOO O 0 0 0 0 0 0
3/4" DOUBLE WASHED STONE
°
\\
EXISTING SEPTIC COMPONENTS TO BE
120"
PERC. TEST WAIVED
¢ °
0000000�0000�000000000
° °.
I
PUMPED, CRUSHED& REMOVED FROM
5 �„6'
-
5 OUTLET
20'x30' LEACHING FIELD/3 LATERALS
T IPOUT AROUND SYSTEM TO "C" HORIZON MIN DEPTH
4'-61/2
4'-1" LIQUID LEVEL
D -BOX
STRIPOUT (30'x40')
V 9.27 BOTTOM OF END OF PIPE
4'-4"
INV.=9.69
INV.=9.42
INV:=9.52
ELEV
n
V. 8.77 BOTTOM OF STONE
LEWIS
.r'
5.56 -
1
BAY
.•
. ,., .
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
TEST PIT
#1 ADJ. GW. ELEV 3.77
1,500 GALLON PRECAST
TIDAL WATER ELEV. 2.5
CONCRETE SEPTIC TANK
LOCUS MAP\ I #18 COLUMBUS AVENUE #14 COLUMBUS AVENUE
NOT TO SCALE: I ASSESSORS MAP 22 I ASSESSORS MAP 22
PARCEL 443 PARCEL 442
` I I
D.T.H. #1
DATE: OCTOBER 19, 2005
GROUND ELEV 8.1 j
NO GROUNDWATER CONCRETE BOUND 10.00'
J I I 90.00' FOUND & HELD
1
FILL
A
o
LOAMY
SAND
10YR
3/2
B
1Do- 00, /
MEDIUM
SAND
7.5YR5/8
I _ I \ r r
1 1
ELEV =
2.85
C
,
`
MEDIUM
SAND
2.5Y
6/2
ELEV = (-1.9) BY BOH DUE TO G.W. I
I � N ° � ° ° / SITE IN ACCORDANCE WITH TITLE 5.
PROPOSED EXISTING IMPROVEMENTS DEPICTED
INDICATES DEEP i 5 /
DTH
o
°
16x32
POOL
a °
N47'25'00"E
HEREON AS DOTTED LINES ARE TO
1Do- 00, /
: j 'GALLO'N'GALLO'N SEPTIC ?
o
B.O.H.
I _ I \ r r
1 1
••C.° °
ci (� I
BE REMOVED SITE.
,
`
-
\ /
42"
A. VON HONE
\ \ � \
GROUNDWATER - - /
1
a
°
°
-
�
SOIL EVALUATOR.
I
\
RO
OS PO
L F NC \
1 t1 0,
........... ............... ......... PROPOSED
INDICATES MICHAEL & JUDITH McKAY _ _ / i
D. MEYER
DRAINAGE DEPRESSION \\ \\
\
9.2
L�
...�... ,... ......
9 I
o
o
P -1A 44" PERC TEST 64" INDICATES GROUNDWATER ;8 SHORE RD. - - - - - - '
BACKHOE OPERATOR.
,
(PER .YARMOUTH CONSERVATION OFFICER) / \
o °
\..............
�'O
\
PROPOSED _
_
48" '
A & 8 CANCO
/
�'
`_- -
- 10x14'
EXISTING
52„
SOIL TYPE: 1_
<2 MIN. PER INCH
/ \
\
\
w
I
SHED
BUILDING
.12
PERC RATE:
LOADING RATE: 0_74 GAL/SF/MIN
/�
ASSESSORS MAP 22
I
..... °.... ............
...
PARCEL 432
63"
I
1
°
o
° °
.....
••
NOTES
WELL MIW-29
,
-----------
64"
ZONE: A
i
°
°
° °
`�0.
?�
FLOOD VENTS TO BE INSTALLED
LEVEL: 8.2I
/ °
;. ° c
.........�...........
PER ARCHITECTURAL PLANS
ADJ: 1.7-
/
°
\
USE BOH ALLOWED ADJ. OF 1.0'
--- 4
°
\\
EXISTING SEPTIC COMPONENTS TO BE
120"
PERC. TEST WAIVED
¢ °
a
° °.
I
PUMPED, CRUSHED& REMOVED FROM
ELEV = (-1.9) BY BOH DUE TO G.W. I
I � N ° � ° ° / SITE IN ACCORDANCE WITH TITLE 5.
PROPOSED EXISTING IMPROVEMENTS DEPICTED
INDICATES DEEP i 5 /
DTH
o
°
16x32
POOL
a °
z
HEREON AS DOTTED LINES ARE TO
#1 �_ ` / /
TEST HOLE ■.® 52' INDICATES ADJUSTED
: j 'GALLO'N'GALLO'N SEPTIC ?
o
° e
•
••C.° °
ci (� I
BE REMOVED SITE.
'- /
-
....
I
GROUNDWATER - - /
1
a
°
°
-
�
L.....:.
I
I I 7/
HYDRANT TAG BOLT I
1 t1 0,
........... ............... ......... PROPOSED
INDICATES MICHAEL & JUDITH McKAY _ _ / i
\
ELEVATION 9.48 I \
,, i
...�... ,... ......
I .. I I
o
o
P -1A 44" PERC TEST 64" INDICATES GROUNDWATER ;8 SHORE RD. - - - - - - '
°
o
o °
\..............
ASSESSORS MAP 16
PROtSED
DRASS AREA
/6
PARCEL 10 ---- - ° ^.° i1 o° ° I PROPOSED \ 00
--------- o 4 BEDROOM \
PROPOSED 9 TOPDFNDLEL 12.5 \I
I ° ° APRON E °
DATUM:
I :PROPOS--.D 150
DTH #111
z
I
\
VERTICAL DATUM: NGVD 1929 I \\
: j 'GALLO'N'GALLO'N SEPTIC ?
II
10.0
00.
-
0
1
BENCH MARK SET: TOP OF CONCRETE BOUND \\
-
�
L.....:.
I
I I 7/
HYDRANT TAG BOLT I
1 t1 0,
........... ............... ......... PROPOSED
III
\
ELEVATION 9.48 I \
- - ;I
...�... ,... ......
.... ,
o
o
\\
SLAB ELEV 8.5
o
\..............
PROtSED
DRASS AREA
\I
N/F
I�
JON & JACQUELINE SIDOROVICH
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
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.
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.
UCTED OF
7. SEPTIC TANK SANITARY TEES SHALL BE CONSTR I
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND \ 1 LO- - - -- - _ - w - _ - - - -
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. PROPOSED 20' I T - -I� - - - - J
8. HE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN x 30' S.A.S I \ la I LIJ
o
INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERTof
I~ I:
Ia
ELEVATION OF THE OUTLET PIPE. I N
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 1 �9��' 0 1. a
A
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS SOIL REMOVAL 1 �� I: z ?O•
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4 PVC 4' 6' 6' 4'
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND TO ELEV F " \ I 5'
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE OR TOP OF C 5' �W I:
LAYER \ IIS _j:
/
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL 40ML POLY LINER h v i
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION ON ALL SIDES \ OS 110a o
TO YARMOUTH B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL WITH RETAINING p
13. LAND SURVEY AND TOPOGRAPHIC DATE BY EAS SURVEY. WALL. EL 6 - 10 12' I 10.5 ��
- -----
Tp _.,- PRO OSED IN ERL92KING 7:5 �I� '
CONCRETE BOUND CONCRETE BOUNR 5' BLO K RETAINING- WALL I WA. -(?L
CONSTRUCTION NOTES: FOUND & HELD
FOUND & HELD
1. CONTRACTORS /INSTALLERS SHALL VERIFY GRADES AND 71,62' -' i� I S17'25'00"W 100.00'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING i I HYDRANT ��
WORK ON THE SITE. �/ I I WATER MAIN
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT I I
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
MASSACHUSETTS AVENUE
SYSTEM DESIGN
DESIGN FLOW
4 BEDROOMS AT 110 GPB/D 440 GPD
REQUIRED SEPTIC TANK
440 x_2 _ _88_0_ GAL.
SEPTIC TANK PROVIDED 1500
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __._<-2 ----- MIN./INCH
LONG TERM APPL. RATE-9.-Z-4--GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
440 _ 0.74 SF/GPD = -595-S.F. MIN. REQUIRED
USING 20' x 30' LEACHING FIELD
BOTTOM = 20.0' x 30.0' = 600 S.F.
600 S.F x 0.74 = 444 GPD
444 GPD PROVIDED > 440 GPD REQUIRED = 4 GPD RESERVE
NO GARBAGE DISPOSAL / GRINDER ALLOWED
LOCUS INFORMATION
CURRENT OWNER M.A. REALTY TRUST
ADDRESS 4 JANNOR WAY
WEST YARMOUTH
MA 02673
PLAN REFERENCE PLAN BOOK 25, PAGE 49
DEED REFERENCE DEED BOOK 10468, PAGE 268
ZONING DISTRICT R-25
SETBACKS FRONT 30'
SIDE 15'
REAR 20'
FLOOD ZONE "A-12", DATED 7/2/92
PANEL #250015-5D, ELEV 12.0
_.ASSE-350RS - M -AF; 2/ ..... _
PARCEL 431
LOT AREA 14,000± S.F.
EXISTING BLD/DECK COVERAGE 2,835± S.F. (20%)
PROPOSED BLD/SHED/POOL COVERAGE 2,942± S.F. (21%) 25% ALLOWED
SITE AND SEWAGE PLAN
r
vpC -,v
#87 MASSACHUSETTS AVENUE
IN
WEST YARMOUTH, MASSACHUSETTS
SCALE 1" =10' DATE: APRIL 7, 2006
PREPARED FOR:
TOM FINELLI
2 BAY PATH LANE
SOUTHBOROUGH
MA 01772 ^ o!o
tNOFMQ 1 PREPARED BY: �(H�oFessv
A R _-� DARREN M. MEYER, EDWARD oyc�
"MEYER N P.O. BOX 981 STONE N
No.28980
RNo.
01 TE E. SANDWICH P°TsPF�,ST
SgNTAR PN MA 02537. _ 1ALL
0� PH. (508) 362-2922 `�!,•�
I :PROPOS--.D 150
DTH #111
z
I
: j 'GALLO'N'GALLO'N SEPTIC ?
II
TANK O
-
0
1
c I Q Q
-
�
I
w
I I 7/
I
........... ............... ......... PROPOSED
III
�
12.0 I I GARAGE
I
o
o
SLAB ELEV 8.5
\..............
N/F
JON & JACQUELINE SIDOROVICH
O'
w
I
#81 MASSACHUSETTS AVENUE
.12
i
ASSESSORS MAP 22
I
&� i
PARCEL 432
I
\
1
l w I'
7. SEPTIC TANK SANITARY TEES SHALL BE CONSTR I
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND \ 1 LO- - - -- - _ - w - _ - - - -
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. PROPOSED 20' I T - -I� - - - - J
8. HE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN x 30' S.A.S I \ la I LIJ
o
INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERTof
I~ I:
Ia
ELEVATION OF THE OUTLET PIPE. I N
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 1 �9��' 0 1. a
A
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS SOIL REMOVAL 1 �� I: z ?O•
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4 PVC 4' 6' 6' 4'
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND TO ELEV F " \ I 5'
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE OR TOP OF C 5' �W I:
LAYER \ IIS _j:
/
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL 40ML POLY LINER h v i
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION ON ALL SIDES \ OS 110a o
TO YARMOUTH B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL WITH RETAINING p
13. LAND SURVEY AND TOPOGRAPHIC DATE BY EAS SURVEY. WALL. EL 6 - 10 12' I 10.5 ��
- -----
Tp _.,- PRO OSED IN ERL92KING 7:5 �I� '
CONCRETE BOUND CONCRETE BOUNR 5' BLO K RETAINING- WALL I WA. -(?L
CONSTRUCTION NOTES: FOUND & HELD
FOUND & HELD
1. CONTRACTORS /INSTALLERS SHALL VERIFY GRADES AND 71,62' -' i� I S17'25'00"W 100.00'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING i I HYDRANT ��
WORK ON THE SITE. �/ I I WATER MAIN
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT I I
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
MASSACHUSETTS AVENUE
SYSTEM DESIGN
DESIGN FLOW
4 BEDROOMS AT 110 GPB/D 440 GPD
REQUIRED SEPTIC TANK
440 x_2 _ _88_0_ GAL.
SEPTIC TANK PROVIDED 1500
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE __._<-2 ----- MIN./INCH
LONG TERM APPL. RATE-9.-Z-4--GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
440 _ 0.74 SF/GPD = -595-S.F. MIN. REQUIRED
USING 20' x 30' LEACHING FIELD
BOTTOM = 20.0' x 30.0' = 600 S.F.
600 S.F x 0.74 = 444 GPD
444 GPD PROVIDED > 440 GPD REQUIRED = 4 GPD RESERVE
NO GARBAGE DISPOSAL / GRINDER ALLOWED
LOCUS INFORMATION
CURRENT OWNER M.A. REALTY TRUST
ADDRESS 4 JANNOR WAY
WEST YARMOUTH
MA 02673
PLAN REFERENCE PLAN BOOK 25, PAGE 49
DEED REFERENCE DEED BOOK 10468, PAGE 268
ZONING DISTRICT R-25
SETBACKS FRONT 30'
SIDE 15'
REAR 20'
FLOOD ZONE "A-12", DATED 7/2/92
PANEL #250015-5D, ELEV 12.0
_.ASSE-350RS - M -AF; 2/ ..... _
PARCEL 431
LOT AREA 14,000± S.F.
EXISTING BLD/DECK COVERAGE 2,835± S.F. (20%)
PROPOSED BLD/SHED/POOL COVERAGE 2,942± S.F. (21%) 25% ALLOWED
SITE AND SEWAGE PLAN
r
vpC -,v
#87 MASSACHUSETTS AVENUE
IN
WEST YARMOUTH, MASSACHUSETTS
SCALE 1" =10' DATE: APRIL 7, 2006
PREPARED FOR:
TOM FINELLI
2 BAY PATH LANE
SOUTHBOROUGH
MA 01772 ^ o!o
tNOFMQ 1 PREPARED BY: �(H�oFessv
A R _-� DARREN M. MEYER, EDWARD oyc�
"MEYER N P.O. BOX 981 STONE N
No.28980
RNo.
01 TE E. SANDWICH P°TsPF�,ST
SgNTAR PN MA 02537. _ 1ALL
0� PH. (508) 362-2922 `�!,•�