HomeMy WebLinkAboutApp# 4657Rev0
o,
cL
CL
Ln
0 30.2
30.7
030
30.7 ,
P /
30.8
M.7
.7
3 .9 //
31.4 //
30.9
BENCH MARK --TOP PK NAIL
IN PAVEMENT = 30.00 ASSIGNED 30.7
] 30.9 / J��, „ 27.2
30.7 f 30.4 N 3 6
I 30.6 /UTILITY
/ BOXES X0.7 28'
O /
30.5 / 0.
30.4 /03
0.4 28 7 10
/
130.1 / h�
�0.
14"
)x 26.1 28.1
LOT 4 co
N
a
.o / 2 3A" 26.9 3,.0 20,700± S.F. 29.6
30.2 / o o'
30.0
/ 27.6 ...va' :�
2.. .8
x x L�578
/y 26.6 \
x 2557 x 28.2 M
Invert 25.97 T
Proposed Invert 25.60 Invert 25.37 24.2
4'
I Use 6" Stone under Proposed Proposed I 8.1' Bottom
I I I
C 19 1 1 6 1 1 3
Bottom TH 1= 20.2
DESIGN DATA
Bottom TH 1= 16.1
31.3 BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD - - LEACH AREA
<c, Ca \ SEPTIC TANK: 1500 GAL.
31.0 _;- * 0 � // -' S6„
x tij v BOTTOM LEACHING AREA: 379.5 SF USE 4 CULTEC RECHARGER 180'S a
O oZOo WITH 4' OF STONE ALL AROUND
/ L QOM J Q x 3 /2 ' [(34.5' X 11')] FOR A 11' X 34'-6" X 14" DEEP 75
/ 8.5 L6 / 6 SIDE LEACHING AREA: 106.5 SF 84
29.7 Q oQ 2� 3401 //x 2 0" [2(11'+ 34.5') X 1.17 DEEP)] LEACHING AREA.
7 0 SL ,;:' O / TH 2 30.1 DESIGN CAPACITY: 359 GPD 102
30.0 ` 20" 28 [(379.5 SF + 106.5 SF) X .74 GPD/SF]
30.2
25.5
202
TEST HOLE 2
DEPTH (inches) ELEV.(
0 A layer 10yr 4/6 28.E
22" loamy send
B layer 7.5yr 5/6
loamy sand
C1 layer 2.5y 6/4
coarse sand
C2 layer
.. silt loam
C3 loyer
coarse sand
no water
NOTES
14. ALL CONSTRUCTION TO MEET
NOT TO
0
LOCUS APPEARS TO BE IN AN R-40
1.
LOCUS IS A.M. 112, PARCEL 04.
SCALE
G
ZONING DISTRICT, AND SUBJECT TO
2.
ELEVATIONS SHOWN ARE ASSIGNED.
BOARD OF HEALTH
I
a
CONSTRUCTION YARDS OF:
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
MAY WISH
TO HAVE LEACH HOLE
0
WITNESSED BY:
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
27 2
INSPECTED
o
FRONT YARD 30
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
28. -% a
7.3
a
20
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Carver coarse sand
2
SIDE YARD
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
GEOLOGIC MAP(1986):
Rte
2a
REAR YARD 20'
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Invert 26.35
6q
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
------------------ti
G
a.
Invert 25.72
ACTUAL ZONING DETERMINATIONS MUST
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
Ur 0
BE MADE BY TOWN ZONING OFFICAL.
Invert 25.43 RECHARGER 180'S
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
70' °'
LOCATION
,I
MAP
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
25.9
SS3
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
TOP PEA STONE
x 24.6 \
1 `06'
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
1500
Gal.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE
1
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE
IN
HIGH POINT ON
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
ELEV.(
HOCKANOM ROAD=30 9
14"
)x 26.1 28.1
LOT 4 co
N
a
.o / 2 3A" 26.9 3,.0 20,700± S.F. 29.6
30.2 / o o'
30.0
/ 27.6 ...va' :�
2.. .8
x x L�578
/y 26.6 \
x 2557 x 28.2 M
Invert 25.97 T
Proposed Invert 25.60 Invert 25.37 24.2
4'
I Use 6" Stone under Proposed Proposed I 8.1' Bottom
I I I
C 19 1 1 6 1 1 3
Bottom TH 1= 20.2
DESIGN DATA
Bottom TH 1= 16.1
31.3 BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD - - LEACH AREA
<c, Ca \ SEPTIC TANK: 1500 GAL.
31.0 _;- * 0 � // -' S6„
x tij v BOTTOM LEACHING AREA: 379.5 SF USE 4 CULTEC RECHARGER 180'S a
O oZOo WITH 4' OF STONE ALL AROUND
/ L QOM J Q x 3 /2 ' [(34.5' X 11')] FOR A 11' X 34'-6" X 14" DEEP 75
/ 8.5 L6 / 6 SIDE LEACHING AREA: 106.5 SF 84
29.7 Q oQ 2� 3401 //x 2 0" [2(11'+ 34.5') X 1.17 DEEP)] LEACHING AREA.
7 0 SL ,;:' O / TH 2 30.1 DESIGN CAPACITY: 359 GPD 102
30.0 ` 20" 28 [(379.5 SF + 106.5 SF) X .74 GPD/SF]
30.2
25.5
202
TEST HOLE 2
DEPTH (inches) ELEV.(
0 A layer 10yr 4/6 28.E
22" loamy send
B layer 7.5yr 5/6
loamy sand
C1 layer 2.5y 6/4
coarse sand
C2 layer
.. silt loam
C3 loyer
coarse sand
no water
14. ALL CONSTRUCTION TO MEET
TITLE 5 AND LOCAL REGULATIONS.
0
0-3
.4
28
TEST HOLE DATE:
January 22, 1998
5.,
�9
INSTALLER:
BOARD OF HEALTH
I
PERFORMED BY:
Ron Cadillac, Soil Evaluator
31.0x " 27.
28.3
MAY WISH
TO HAVE LEACH HOLE
33.0
WITNESSED BY:
Amy L. Von Hone, RS
27 2
INSPECTED
PRIOR TO PLACINGPROP.
PERC RATE:
<2'-00"/inch both holes
28. -% a
7.3
2. 28.9 I
70P FOUND.
SOIL SURVEY(1993):
Carver coarse sand
STONE.
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
2a
x 2
C9
N/F
Invert 26.35
v
��
------------------ti
Proposed
Invert 25.72
3231
56"
& JACQUELINE SULLIVAN
Use Gas Baffle
Invert 25.43 RECHARGER 180'S
`
Proposed
70' °'
x 26.8
25.9
SS3
TOP PEA STONE
x 24.6 \
1 `06'
1500
Gal.
14"
)x 26.1 28.1
LOT 4 co
N
a
.o / 2 3A" 26.9 3,.0 20,700± S.F. 29.6
30.2 / o o'
30.0
/ 27.6 ...va' :�
2.. .8
x x L�578
/y 26.6 \
x 2557 x 28.2 M
Invert 25.97 T
Proposed Invert 25.60 Invert 25.37 24.2
4'
I Use 6" Stone under Proposed Proposed I 8.1' Bottom
I I I
C 19 1 1 6 1 1 3
Bottom TH 1= 20.2
DESIGN DATA
Bottom TH 1= 16.1
31.3 BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD - - LEACH AREA
<c, Ca \ SEPTIC TANK: 1500 GAL.
31.0 _;- * 0 � // -' S6„
x tij v BOTTOM LEACHING AREA: 379.5 SF USE 4 CULTEC RECHARGER 180'S a
O oZOo WITH 4' OF STONE ALL AROUND
/ L QOM J Q x 3 /2 ' [(34.5' X 11')] FOR A 11' X 34'-6" X 14" DEEP 75
/ 8.5 L6 / 6 SIDE LEACHING AREA: 106.5 SF 84
29.7 Q oQ 2� 3401 //x 2 0" [2(11'+ 34.5') X 1.17 DEEP)] LEACHING AREA.
7 0 SL ,;:' O / TH 2 30.1 DESIGN CAPACITY: 359 GPD 102
30.0 ` 20" 28 [(379.5 SF + 106.5 SF) X .74 GPD/SF]
30.2
25.5
202
TEST HOLE 2
DEPTH (inches) ELEV.(
0 A layer 10yr 4/6 28.E
22" loamy send
B layer 7.5yr 5/6
loamy sand
C1 layer 2.5y 6/4
coarse sand
C2 layer
.. silt loam
C3 loyer
coarse sand
no water
N�F S32 .0, 35
MICHAEL STONE, TR._�366'°' 33.2
x 3-33 .9 34-
x J.9
36
x 28.9 35.0
LEGE x5.9 - 3
TH 1 TEST HOLE LOCATION, NUMBER 39.5
-W- EXISTING WATER LINE 0
-�'W- PROPOSED WATER LINE
9.5 x 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) x
EXISTING CONTOUR
_8 --- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
EXISTING SEPTIC COVER
O EXISTING DRAINAGE CATCHBASIN
35.1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
aF 150"
/��.�
APPROVED o "Il
YARMOUTH COMMITTEE
OKHRD
23.9
21.6
20.1
16.1
1"1
„'�.
SITE PLAN =
FOR "?
GEORGE DAVIS BUILDERS
LOT 42 38 HOKANOM ROAD, YARMOUTHPORT, MA
FEBRUARY 12, 1998 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
` PAGE 1 OF
0-3
.4
28
/
�9
RESERVE AREA
I
UTILITY"':.-
BOXES 26.9
31.0x " 27.
32.
\
I MAY NEED 5' REMOVAL
��. �_�
I_
BENCH MARK --TOP CONCRETE
27 2
r n 3 1
BOUND = 30.88 ASSIGNED
28. -% a
2. 28.9 I
o° p 31.8
-y0
5 x
0.7
C9
N/F
� 3COL_11
v
��
------------------ti
2
�R
3231
PATRICK
& JACQUELINE SULLIVAN
N�F S32 .0, 35
MICHAEL STONE, TR._�366'°' 33.2
x 3-33 .9 34-
x J.9
36
x 28.9 35.0
LEGE x5.9 - 3
TH 1 TEST HOLE LOCATION, NUMBER 39.5
-W- EXISTING WATER LINE 0
-�'W- PROPOSED WATER LINE
9.5 x 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) x
EXISTING CONTOUR
_8 --- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
EXISTING SEPTIC COVER
O EXISTING DRAINAGE CATCHBASIN
35.1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
aF 150"
/��.�
APPROVED o "Il
YARMOUTH COMMITTEE
OKHRD
23.9
21.6
20.1
16.1
1"1
„'�.
SITE PLAN =
FOR "?
GEORGE DAVIS BUILDERS
LOT 42 38 HOKANOM ROAD, YARMOUTHPORT, MA
FEBRUARY 12, 1998 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
` PAGE 1 OF