HomeMy WebLinkAboutBLD-19-4153ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
BATH
M, UTIL BATH KIT. DNRM
a RM CLOSET
N
le BDRM BDRM LVRM BDRM
0
0
M
z
J
PROP. FLOOR PLAN
NOT TO SCALE F+�
Sh st
x
as
ELLIS BROTHER'S CONST. �". 12 9
REPORTS OLD LEACHING
DISCONNECTED x 13.0x 13.1
X
13.1
N /F
ROBICHAUD
13.7
4.
\ 4.0
\ \13.4
eIN
\
\5 2 \
N /F
MCGOVERN
/2' WIDE STRIP
VLOT31
Lot corner falls on Mazzone side
of fence --stake set 6" off comer N /F
on Lot 5 side of fence
MAZZONE
ZONING
DISTRICT:
R-25
FRONT YARD
30'
SIDE
YARD
15'
SIDE
YARD
15'
BUILDING HEIGHT
35'
LOT
COVERAGE
25%
JOB NO. Y18-14
NOTES Bevilacqua.dwg
1. LOCUS IS A.M. 30, PARCEL 77. FB32/2,13 SB14/8
2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON.
3. LOCUS IS IN FLOOD .ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014.
4. ALL PIPES TOBE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTOH-10, UNLESS NOTED.
7. INLET TEE TO 'PROJECT DOWN 13", OUTLET 'TEE DOWN 14'.
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. IS
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE, SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE 'BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
*LOT AREA IS ALL UPLAND AND PROPOSED TEST HOLE DATE: May 4, 2016 1
PERFORMED BY: Ron Cadillac, Soil Evaluator
LOT COVERAGE=1845 S.F./10,749 S.F.=17.2% WITNESSED BY.• Amy Von Hone RS CHO
7.1
Top Slab
-2. 1 11.04
_ 11.
x 11.9
A=3g' 60� �•
>x 12,1 10,87 x 55
�� „ 11 11.6 j
1T10
3
BENCH MARK -TOP FLS
1/0 • 10.99 OVER MAIN DISCHARGE=
x 10.73
x 10,9
0 10.46
LEGEND
T 1 TEST HOLE LOCATION, NUMBER BENCH MARK --MAG NAIL SET
�G- PROPOSED GAS IN PAVEMENT=10.46 NAVD88
-f'W- PROPOSED WATER LINE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
• 16'
1 1
EXISTING CONTOUR
8--
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 01/10/2019 --UPLAND LOT COVERAGE
REV. 09/05/2018 --BUYER MODIFICATIONS
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
PERC RATE: <2'-00"/inch (C layer)
14.6 SOIL SURVEY(1993): Carver coarse sand 31
GEOLOGIC MAP(1986): Harwich outwash plain deposits -
Top Found. �
W
Invert 11.15 12 ARC36HC HD CHAMBERS 48"
Invert 11.75 Proposed
Proposed H-10 Use Gas Baffle Invert 10.30
Proposed Top Units=10.7
S=1 /4 -/ft 9" min. cover 0 Filter Cloth
Proposed S=5/8"/ft 3" Max.
1500 Gal. S=m�8"!ft _ Inspection Port 11
Invert 11.40 --�
Proposed Septic Tank
10.75" 122
Invert 10.30 9.4
Invert 10.47 Proposed 5' Bottom
6" Stony or compact Proposed
A layer 10yr 3/2
sandy loam
B layer 10yr 6/6
loamy sand
C layer 2.5y 6/3
med. coarse 'sand
8" observed
w
12.7
10.2 1
.9
.5
''
�-
i "' i
TEST HOLE 2
• 16'
1 1
i 12'--4
-O, -i High Groundwater=4.4
I I 1
rn Taken from August 17, 2016
DEPTH (inches) ELEV.(fee
DESIGN DATA
< test hole data at
cD 58 Carver Road _
0 A/E layer 10yr 3/3 11.9
Observed Water=2.9
sandy loam
BEDROOMS:
3
9..
GARBAGE GRINDER:
No
B layer 10yr 6/6
REQUIRED CAPACITY:
330 GPD
loamy sand
PROPOSED SEPTIC TANK,
1500 GAL.
LEACH AREA
3, 9.3
EFFECTIVE TRENCH AREA:
467.4 S.F.
USE 2 TRENCHES OF SIX ARC36HC HD "CHAMBERS
7.79 SF/LF X 5'/UNIT=38.95 SF
EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
C layer 2.5y 6/4
12 UNITS X 39.95 SF -L467.4 SF
SHOWN.
med. coarse sand
CAPACITY: 345 GPD
467.4 SF X 0.74 GPD/SF
DO 5' REMOVAL
STONE TRENCHES DO 5' ALL AROUND REMOVAL OF A & B LAYERS 111" _obser_ved water
2 STONE TRENCHES 37' X 3; X 1'-5" DEEP COULD BE DOWN 2 1/2' TO MEDIUM COARSE SAND OR 125"
INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING PERC B LAYER AT TIME OF CONSTRUCTION.
THE LAST 10' OF TRENCH 20' OFF FOUNDATION.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN OF3!-G+N-A� RED,,STAMP-AND SIGNATURE.
HEALTH AGENT APPROVAL
IF 114
RECEIVED
JAN 1 2019
I
BDILDING DEPARTMENT
SITE PLAN ' By '
FOR
PAUL J. BEVILACQUA
LOT 59 62 CARVER ROAD, WEST YARMOUTH, MA
SEPTEMBER 2, 2016 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1
2016 BY R.J. CADILLAC
7
.5
ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
BATH
M R BATH KIT. DNRM
RM c�osET
0
N
`VLVRM BDRM
Y BDRM BDRM
z
PROP. FLOOR PLAN
NOT TO SCALE
Sheat X
ELLIS BROTHER'S CONST. '` 12.9
REPORTS OLD LEACHING x 13.1
DISCONNECTED x 13,0
II
X 13.1
I � .
<� r
ROBICHAUD
13.7 x
/ x 4.
c�
e�
\�
\ 4,0 S
\ \13.45
x
ROADHIGH' POINT --"13.5 I
N/F ZONING DISTRICT: R-25
MCGOVERN FRONT YARD 30'
SIDE YARD 15'
SIDE YARD 0. ; 15'
BUILDING HEIGHT 35'
I OT COVFRAGF 25%
/2' WIDE STRIP
LOT 31
Lot corner falls on Mazzone side
of fence --stake set 6 off corner N /F
on Lot 5 side of fence
\ MAZZONE
�3.1
S S6.
`3A • \ ?g.
ry g0;
12, 14T7600^ .7
11.04
2
fols
11 �/
x 11.9
x 12 1 i -2 60 10.87 x .55
�lQ3 fT'10 - �\
3
[;ENCH MARK --TOP FLS
10 x 10.99 OVER MAIN DISCHARGE=
TH 1
TEST HOLE LOCATION, NUMBER
IN P)
--t'G--
PROPOSED GAS
-f'W-
,PROPOSED WATER LINE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
Ron Cadillac, Soil Evaluator
EXISTING CONTOUR
g--
PROPOSED CONTOUR
WITNESSED BY:
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
<2'-00"/inch (C layer)
TREE (IF SHOWN, NOT ALL SHOWN)
REV, 09/05/2018 --BUYER MODIFICATIONS
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
JOB NO. Y18-14
NOTES Bevilacqua.dwg
1. LOCUS IS A.M. 30, PARCEL 77. FB32/2,13 SB14/8
2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON.
3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO-H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT 'DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FI MATERIAL FOR 5' AROUND AND UNDER I EACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
13. PUMP AND FILL ANY EXISTING CESSPOOL LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 7
,a N
v
0 0
�a
o -
Carver Rd.
NOT TO
SCALE
LOCATION MAP
L
T
Invert 10.30 9.4
Invert 10.47 Proposed 5' Bottom
6" Stone or compact Proposed
A layer 10yr 3/2
" sandy loam
B layer 1Oyr 6/6
loamy sand
C layer 2.5y 6/3
med. coarse sand
_observed water
"
10.2
TEST HOLE 2
16- 12' E --0,--a High Groundwater=4.4
' I m j 0 Taken from August 17, 2016 DEPTH (inches) ELEV.(fee
DESIGN DATA CD test hole data at CD 58 Carver Road 0
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD
PROPOSED SEPTIC TANK: 1500 GAL
EFFECTIVE TRENCH AREA: 467.4 S.F
7.79 SF/LF X 5'/UNIT=38.95 SF
12 UNITS X 39.95 SF=467.4 SF
CAPACITY: 345 GPD
467.4 SF X 0.74 GPD/SF
STONE TRENCHES
2 STONE TRENCHES 37' X 3' X V-5" DEEP COULD BE
INSTALLED (=352 GPD) IN SAME LOCATION BY BENDINi
THE LAST 10' OF TRENCH 20' OFF FOUNDATION.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIG U L RED STAMP ND SIGNATURE.
.
G �s1i
HEALTH AGENT APPROVAL DATE
Observed Water=2.9
9'
LEACH AREA 31"
USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
SHOWN.
DO 5' REMOVAL
DO 5' ALL AROUND REMOVAL OF A & B LAYERS 111'
DOWN 2 1/2' TO MEDIUM COARSE SAND OR 125
PERC B LAYER AT TIME OF CONSTRUCTION.
11.9
A/E layer 10yr 3/3
sandy loam
B layer 10yr 6/6
loamy sand
9.3
C layer 2.5y 6/4
med. coarse sand 1
_observed water _ 2.7
1.5
Yarmouth Health Department
PP VED 1
. ame Date SITE PLAN
FOR
PAUL J BEVILACQUA
LOT 59 62 CARVER ROAD WEST YARMOUTH MA
SEPTEMBER 2, 2016 SCALE: 1 "-20,
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
@2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
TEST HOLE DATE:
May 4; 2016
1
PERFORMED BY:
Ron Cadillac, Soil Evaluator
WITNESSED BY:
Amy Van Hone, RS, CHO
PERC RATE:
<2'-00"/inch (C layer)
14.6
SOIL SURVEY(1993): Carver coarse sand
31
Top. Found.
GEOLOGIO MAP 1986:
(
Harwich outwash Iain deposits
) p - p
Invert
11.15
12 ARC36HC HD CHAMBERS
4A
Invert 11.75
Proposed
Proposed
H-10
Use Gas Baffle
Invert 10.30
Top Units=10.7
S=1 /4"/ft
9" min. cover
Proposed
0 Filter Cloth
S=5/8" ft
_ 3" Max.
S 1 /8"/ft
inspection Part
In=Proposed
11.40
Proposed
1500 Gal.
Septic Tank
L
^------�- ��
11E
10 75
12�
L
T
Invert 10.30 9.4
Invert 10.47 Proposed 5' Bottom
6" Stone or compact Proposed
A layer 10yr 3/2
" sandy loam
B layer 1Oyr 6/6
loamy sand
C layer 2.5y 6/3
med. coarse sand
_observed water
"
10.2
TEST HOLE 2
16- 12' E --0,--a High Groundwater=4.4
' I m j 0 Taken from August 17, 2016 DEPTH (inches) ELEV.(fee
DESIGN DATA CD test hole data at CD 58 Carver Road 0
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD
PROPOSED SEPTIC TANK: 1500 GAL
EFFECTIVE TRENCH AREA: 467.4 S.F
7.79 SF/LF X 5'/UNIT=38.95 SF
12 UNITS X 39.95 SF=467.4 SF
CAPACITY: 345 GPD
467.4 SF X 0.74 GPD/SF
STONE TRENCHES
2 STONE TRENCHES 37' X 3' X V-5" DEEP COULD BE
INSTALLED (=352 GPD) IN SAME LOCATION BY BENDINi
THE LAST 10' OF TRENCH 20' OFF FOUNDATION.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIG U L RED STAMP ND SIGNATURE.
.
G �s1i
HEALTH AGENT APPROVAL DATE
Observed Water=2.9
9'
LEACH AREA 31"
USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
SHOWN.
DO 5' REMOVAL
DO 5' ALL AROUND REMOVAL OF A & B LAYERS 111'
DOWN 2 1/2' TO MEDIUM COARSE SAND OR 125
PERC B LAYER AT TIME OF CONSTRUCTION.
11.9
A/E layer 10yr 3/3
sandy loam
B layer 10yr 6/6
loamy sand
9.3
C layer 2.5y 6/4
med. coarse sand 1
_observed water _ 2.7
1.5
Yarmouth Health Department
PP VED 1
. ame Date SITE PLAN
FOR
PAUL J BEVILACQUA
LOT 59 62 CARVER ROAD WEST YARMOUTH MA
SEPTEMBER 2, 2016 SCALE: 1 "-20,
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
@2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
ALWAYS
DIG SAFE PRIOR TO
CONSTRUCTION ----UTILITY LOCATIONS SHOWN INCOMPLETE.
5 AND LOCAL REGULATIONS.
0
JOB NO. Y18-14
12.7..
A layer 10yr 3/2
0
UTILITY POLE (IF SHOWN)
®
*LOT
NOTES
Bevilacqua.dwg
TEST HOLE DATE:
BATH
12„
sandy loam
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
1.
ffR
BATH
KIT.
DNRM
a
ZONING
DISTRICT:
R-25
2.
ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON.
a
v
3t
° E
aosEr
N /F
3.
LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014.
14.6
SOIL SURVEY(1993):
Carver coarse sand
30"
4.
M CGOVERN
o
FRONT YARD
BDRM
5.
LVRM
BDRM
3
SIDE
YARD
BDRM
6.
COMPONENTS TO BE AASHTO H'-10, UNLESS NOTED.
Carver Rd.
SIDE
YARD
15'
7.
"
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14-.
m
8.
IF TWO OR MORE LINES, WATERTEST D -BOX FOR EQUAL FLOW
co
BUILDING HEIGHT
35'
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
LOT
COVERAGE
25%
z
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
IL PROP . FLOOR PLAN 2' WIDE 10. E STRIP COVERS
STO ILD UP COVERS TO DOUBLE WASHED 16" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE
3STONE
NOT TO SCALE fLOT 3/4 TO 1 1/2" WITH 2 MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
F�; `-•:•, 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Shy st 13.3 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
d Lot corner falls on MazzQne side 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
of fence --stake set 6" off comer
ELLIS BROTHER'S CONST. • N/F IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
REPORTS OLD LEACHING 12.9 \on Lot 5 side of fence 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
DISCONNECTED ' 13,1
x 13,0 MAZZONE AND STONE. IN LEACH AREA, AND DISPOSE_ OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
■
`� \3.1
ROBICHAUD TH 1
x 1 013 -0- -0b, .7
x13,4 \
03.3
14. ALL CONSTRUCTION
TO MEET TITLE
5 AND LOCAL REGULATIONS.
0
JOB NO. Y18-14
12.7..
A layer 10yr 3/2
0
UTILITY POLE (IF SHOWN)
®
*LOT
NOTES
Bevilacqua.dwg
TEST HOLE DATE:
a
12„
sandy loam
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
1.
LOCUS IS A.M. 30, PARCEL 77.
COVERAGE=1845 S.F./10,749 SF.=17.2%
FB32/2,13 SB14/8
'
o N
a
ZONING
DISTRICT:
R-25
2.
ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON.
a
v
3t
° E
<2'-00"/inch (C layer)
loamy sand
3.
LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014.
14.6
SOIL SURVEY(1993):
Carver coarse sand
30"
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
v °
FRONT YARD
30'
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
10.2
3
SIDE
YARD
15'
6.
COMPONENTS TO BE AASHTO H'-10, UNLESS NOTED.
Carver Rd.
SIDE
YARD
15'
7.
"
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14-.
v
8.
IF TWO OR MORE LINES, WATERTEST D -BOX FOR EQUAL FLOW
co
BUILDING HEIGHT
35'
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
LOT
COVERAGE
25%
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
IL PROP . FLOOR PLAN 2' WIDE 10. E STRIP COVERS
STO ILD UP COVERS TO DOUBLE WASHED 16" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE
3STONE
NOT TO SCALE fLOT 3/4 TO 1 1/2" WITH 2 MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
F�; `-•:•, 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Shy st 13.3 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
d Lot corner falls on MazzQne side 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
of fence --stake set 6" off comer
ELLIS BROTHER'S CONST. • N/F IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
REPORTS OLD LEACHING 12.9 \on Lot 5 side of fence 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
DISCONNECTED ' 13,1
x 13,0 MAZZONE AND STONE. IN LEACH AREA, AND DISPOSE_ OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
■
`� \3.1
ROBICHAUD TH 1
x 1 013 -0- -0b, .7
x13,4 \
03.3
o x 12,8 Use Gas Baffle Invert 10.30
' �, 3,6 13.2 To Slab Proposed H-10 Proposed
.moo' 12.8 p P Top Units=10.7
�� ��/s �� ��/ ry o S=1 �4»�ft 9" min. cover ®Filter Cloth
:..
12.8 J c4• Proposed S=5/8 /ft 3 Max.
12, rS=1/8 /ft 1- Ins Inspection Port observed water
LOT 5 2,1 11, Invert 11.40 1500 Gal. r p 118" ------------ 2.9
C o8• O'2 Septic Tank min
::• -^7 o _:. �:: Proposed
10,749 49 `� S. �Q Q, �C TH 2 / ::... / t,71 ------ 10.75" 122" 2.5
13,7 Cij �'
O o o�� / /:::::::: / T
ti :43j: Invert 10.30 9.4
Q O Invert 10.47
._
3 » Proposed 5' Bottom
O 6 Stone or compact Proposed
3.7 x 12.9 <Z 0°�/ / I I I N I 0' TEST HOLE 2
/ $, x.: i:t::7; / I 16 I 1L- 12 - _ [_0"-•-1 High Groundwater=4.4
C� .5 11.5 rn Taken from August 17, 2016 DEPTH (inches) ELEV.(feet)
< test hole data at
Stake DESIGN DATA 58 Carver Road 0
. ti Observed Water -2.9
4,0 Set 13.7 / �� / :: �`1% O • JL5 9
\ \ \13.4 f O '' / BEDROOMS: 3
�.5 x 13'5
�0 io \ �/ -� o, / GARBAGE GRINDER: No
\ O , / 1�.3 REQUIRED CAPACITY: 330 GPD
X 13. x 1�7 NS 50.7 Q �' �:: /� LEACH AREA 31'
S i 3 r ::J x PROPOSED SEPTIC TANK: 500 GAL.
F\ �O Q��o::' . 2,1 2 EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
�i3,1'�y xQr3.2Q "� , _ �a. 11.04 7.79 SF/LF X 5'/UNIT=38.95 SF EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
�12 UNITS X 39.95 SF=467.4 SF SHOWN.
CAPACITY: 345 GPD
\ 3.0
467.4 SF X 0.74 GPD/SF
1� S2 \o DO 5' REMOVAL
9.6
o DO 5 ALL AROUND REMOVAL OF A & B LAYERS 111'
\ �2x 12,1 R-25.5 �/ 10,87 x 1, 55 STONE TRENCHES DOWN 2 1/2' TO MEDIUM COARSE SANDOR
2 STONE TRENCHES 37 X 3 X 1'-5" DEEP COULD BE 125
11.9
9.3
2.7
1.5
INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING PERC B LAYER AT TIME OF CONSTRUCTION.
r .1 0,
4
THE LAST 10 OF TRENCH 20 OFF FOUNDATION.
x 1 63
BENCH MARK --•TOP FLANGE BOLT
. 10,99 OVER MAIN DISCHARGE=13.36 NAV
ROAD HIGH POINT=13.5
x 10.73
x 10.9
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER BENCH MARK --MAG NAIL SET
PG- PROPOSED GAS IN PAVEMENT=10.46 NAVD88
-PW- PROPOSED WATER LINE
E
14. ALL CONSTRUCTION
TO MEET TITLE
5 AND LOCAL REGULATIONS.
0
EXISTING CONTOUR
12.7..
A layer 10yr 3/2
0
UTILITY POLE (IF SHOWN)
®
*LOT
AREA IS ALL UPLAND AND PROPOSED
FENCE (IF SHOWN, NOT ALL SHOWN)
TEST HOLE DATE:
May 4, 2016
12„
sandy loam
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
LOT
COVERAGE=1845 S.F./10,749 SF.=17.2%
PERFORMED BY:
WITNESSED BY:
Ron Cadillac, Soil Evaluator
Amy Von Hone, RS, CHO
B layer 10yr 6/6
PERC RATE:
<2'-00"/inch (C layer)
loamy sand
14.6
SOIL SURVEY(1993):
Carver coarse sand
30"
Top Found.
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
10.2
2.8
7.1 Invert 11.75
Invert 11.15
Proposed
12 ARC36HC HD CHAMBERS
48" q
C layer 2.5y 6/3
med. coarsesand
o x 12,8 Use Gas Baffle Invert 10.30
' �, 3,6 13.2 To Slab Proposed H-10 Proposed
.moo' 12.8 p P Top Units=10.7
�� ��/s �� ��/ ry o S=1 �4»�ft 9" min. cover ®Filter Cloth
:..
12.8 J c4• Proposed S=5/8 /ft 3 Max.
12, rS=1/8 /ft 1- Ins Inspection Port observed water
LOT 5 2,1 11, Invert 11.40 1500 Gal. r p 118" ------------ 2.9
C o8• O'2 Septic Tank min
::• -^7 o _:. �:: Proposed
10,749 49 `� S. �Q Q, �C TH 2 / ::... / t,71 ------ 10.75" 122" 2.5
13,7 Cij �'
O o o�� / /:::::::: / T
ti :43j: Invert 10.30 9.4
Q O Invert 10.47
._
3 » Proposed 5' Bottom
O 6 Stone or compact Proposed
3.7 x 12.9 <Z 0°�/ / I I I N I 0' TEST HOLE 2
/ $, x.: i:t::7; / I 16 I 1L- 12 - _ [_0"-•-1 High Groundwater=4.4
C� .5 11.5 rn Taken from August 17, 2016 DEPTH (inches) ELEV.(feet)
< test hole data at
Stake DESIGN DATA 58 Carver Road 0
. ti Observed Water -2.9
4,0 Set 13.7 / �� / :: �`1% O • JL5 9
\ \ \13.4 f O '' / BEDROOMS: 3
�.5 x 13'5
�0 io \ �/ -� o, / GARBAGE GRINDER: No
\ O , / 1�.3 REQUIRED CAPACITY: 330 GPD
X 13. x 1�7 NS 50.7 Q �' �:: /� LEACH AREA 31'
S i 3 r ::J x PROPOSED SEPTIC TANK: 500 GAL.
F\ �O Q��o::' . 2,1 2 EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
�i3,1'�y xQr3.2Q "� , _ �a. 11.04 7.79 SF/LF X 5'/UNIT=38.95 SF EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
�12 UNITS X 39.95 SF=467.4 SF SHOWN.
CAPACITY: 345 GPD
\ 3.0
467.4 SF X 0.74 GPD/SF
1� S2 \o DO 5' REMOVAL
9.6
o DO 5 ALL AROUND REMOVAL OF A & B LAYERS 111'
\ �2x 12,1 R-25.5 �/ 10,87 x 1, 55 STONE TRENCHES DOWN 2 1/2' TO MEDIUM COARSE SANDOR
2 STONE TRENCHES 37 X 3 X 1'-5" DEEP COULD BE 125
11.9
9.3
2.7
1.5
INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING PERC B LAYER AT TIME OF CONSTRUCTION.
r .1 0,
4
THE LAST 10 OF TRENCH 20 OFF FOUNDATION.
x 1 63
BENCH MARK --•TOP FLANGE BOLT
. 10,99 OVER MAIN DISCHARGE=13.36 NAV
ROAD HIGH POINT=13.5
x 10.73
x 10.9
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER BENCH MARK --MAG NAIL SET
PG- PROPOSED GAS IN PAVEMENT=10.46 NAVD88
-PW- PROPOSED WATER LINE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
6
EXISTING CONTOUR
8"-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 01/10/2019 --UPLAND LOT COVERAGE
REV. '09/05/2018 --BUYER MODIFICATIONS
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
10.46
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORI RED STAMP AND
SIGNATURE,
Lit- A4,q , �I(A OF hf,4
RONALD yes RONALD Gm�'
o JAMES `�`, o JAMES
CADILLAC " CADILLAC
# 1060 p # 35779 I
FFG/STEEL�o !9 'cfSS\0 pQ
SANITARO' ID f' M�SURJ
L-TH AGENT APPROVAL
HATE
SITE PLAN
FOR
PAUL J. BEVILACQUA
LOT 59 62 CARVER ROAD, WEST YARMOUTH, MA
SEPTEMBER 2, 2016 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1
2016 BY Ri J. CADILLAC
ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
BATH
01 n' RML BAJ KIT. DNRM
C3 CLOSET
a-.
0
N
Y'BDRM BDRM LVRM BDRM
0
0
M
z
PROP. FLOOR PLAN
NOT TO SCALE F+�
She s� ..- ` x
ELLIS BROTHER'S CONST. ' ,
REPORTS OLD LEACHING
DISCONNECTED .1. " 13.1
X 13.1
N F
ROBICHAUD ,
G 13.7
4.
C)
N /F
MCGOVERN
2' WIDE STRIP
LOT 31
ZONING,
DISTRICT:
R-25
FRONT YARD
30'
SIDE
YARD
15'
SIDE
YARD
15'
BUILDING HEIGHT
35'
LOT
COVERAGE
25% '
Lot corner falls on Mazzone side
of fence --stake set 6" off corner N fF
on Lot 5 side of fence
MAZZQNE
1
S S62g,
V 70 g0'
QO,. 2.7
7.1
Top Slab
0
.1 11,04
o
14. STRUCTION
JOB NO. Y18-14
•
'
NOTES Bevilacqua.dwg
o
x 9.51
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--16-�
1.
LOCUS IS A.M. 30, PARCEL 77. F832/2,13 S614/8
o N v
2.
ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON.
3
3.
LOCUS IS IN FLOOD ZONE X(<027. RISK) ON FIRM DATED JULY 16, 2014.
v ° t`
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
o -°
5.
MUNICIPAL. WATER IS AVAILABLE LOTS WITHIN 100' ARE ON TOWN WATER.
-
C010,
6.
COMPONENTS TO BE AASHTO H-IUNLESS NOTED.
c Carver Rd.
7.
`INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14" .
a
8.
IF TWO OR MORE LINES, WATER ST D -BOX FOR EQUAL FLOW
B layer 10yr 6/6
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
-DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST -BE PROVIDED.
NOT TO
foamy sand
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
SCALE
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
10.2
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
L
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
TO MEET TITLE 5 AND LOCAL REGULATIONS
ALL CON
PROPOSED GAS
•
0
A 'layer 10yr 3/2
12.7
x 9.51
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--16-�
EXISTING CONTOUR
g--
sandy loam
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
TEST HOLE DATE: May 4, 2016
12"
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 09/05/2018 --BUYER MODIFICATIONS
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
PERFORMED BY. Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
B layer 10yr 6/6
PERC RATE: <2'-00"/inch (C layer)
foamy sand
14.6
SOIL SURVEY(1993): Garver coarse sand
30"
10.2
GEOLOGIC MAP(1986): Harwich outwash plain deposits
L
C layer 2.5y 6/3
Invert 11.15 12 ARC36HC HD CHAMBERS
48"�
5
Proposed
med. coarse` sand
Vne;
H-10
Use Gas Baffle Invert 10.30 Top Units=10.7
/ft9"
min. cover
Proposed ® Filter Cloth
Proposed
"
S=5/8"/ft '3" Max.
S=1 /8 /ft ✓ Inspection Port
observed water
.40
1500 Gal.
mm. X17 T
118"
-----------
2.9
Proposed
Septic Tank
10.75"
122"
2.5
Invert 10.30 9.4
6" Stone
or compact
Invert 10.47 Proposed 5' Bottom
Proposed
i
'
TEST HOLE 2
16
I
'
1 , , N , ,
�- 12 ---a 1--0 '--I High Groundwater=4.4
0
I
co Taken from August 17, 2016
DEPTH (inches) ELEV.(feet)
< test hole data at
9, 9
DESIGN DATA CD 58 Carver Road
Observed 'Water -2.9
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD LEACH AREA 3
PROPOSED SEPTIC TANK: 100 GAL
EFFECTIVE TRENCH AREA: -67.4 S,F. USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS
7.79 SF/LF X 5'/UNIT=38.95 SF EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS
12 UNITS X 39.95 SF=467.4 SF SHOWN.
CAPACITY: 345 GPD
467.4 SF X 0.74 GPD/SF
x 11.9 DO 5' REMOVAL
STONE TRENCHES DO V ALL AROUND REMOVAL OF A & B LAYERS 1
O
>x 1�R-2 / l0 87 55
�-- E TRENCHES 37 3 EE
X X 1 5 PP COULD BE DOWN 2 1/2' TO MEDIUM COARSE SAND OR
12
A/E layer 10yr 3/3
sandy loam
9
B layer 1Oyr 6/6
loamy sand
1" 9.
C layer 2.5y 6/4
med. coarse sand
11" -observed water --2.
11.6 2 STON PERC B LAYER AT 11ME OF CONSTRUCTION. ✓
INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING
1 'l0 / THE LAST 10' OF TRENCH 20' OFF FOUNDATION.
3
BENCH MARK --TOP FLANGE BOLT Yarmouth Health Department
x 10 99 OVER MAIN DISCHARGE=13.36 NAVD88 PPR X _
=low]
x 10.73
10.46
LEGEND/
BENCH MARK --MAG NAIL SET
T 1 TEST HOLE LOCATION, NUMBER IN PAVEMENT=10.46 NAVD88
PG--
PROPOSED GAS
-PW-
PROPOSED WATER LINE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.51
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--16-�
EXISTING CONTOUR
g--
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 09/05/2018 --BUYER MODIFICATIONS
REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD.
WORK MUS C NFORM ITO ALL 01
TOWN BY W & REGULATI NS Name
SITE PLAN
VARMOUT I WATER DEPT DAT
FOR
THIS PLAN IS A VALID -COPY ONLY IF IT BEARS PAUL � BEVILACQUA
AN�RtGt3L RED SiT AND SIGNATURE.
H OF Mgss9�XZN OF lygss'
?ti
RONALD cyGN� ��°� RONALD
JAMESa JAMES
CADILLAC CA " CADILLAC
# 1060 �, # 35779 r
FGISTS ti !q OA' ESS OQ-
SANITARtPN I SI r �O SURv�r
HEALTH AGENT APPROVAL
Date
LOT 59
62 CARVER
ROAD,
WEST YARMOUTH, MA
SEPTEMBER
2,
2016
SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700 PAGE 1 OF 1
C 2016 BY R.J. CADILLAC
3