HomeMy WebLinkAbout59.192 - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE_
n
N
0
z
z
a
a
C3
i
BENCH MARK--N.E. CORNER OF
CONC. BULKHEAD=24.74ASSIGNED
N /F
FLYNN
21, KY
CONC. BOUND FOUND
® U, 1 & HELD FOR LIN d3.6 Q 23,
c 2.E._E-E-E
t 22.9 40.3'
�213.3
W
22.
1 2
� Z
1 1N.
L zvm�
e DRNE
y
2 1 TJ44 •626.5` 26.4
0 23.10
LOT,1 l ,1
X4.1
e
3.4
12,000±S.F
40.7 C5
td 77.51'
0"4-
2 1
I 2 .18 5.7
BENCH MARK --TOP MAG. NAIL
SET IN ROAD=23.10 ASSIGNED
1
26,2
5.3
G `•:
O ,
tP
NOTES Auanbrook.dwg
REQUIRED CAPACITY:
2 1
I 2 .18 5.7
BENCH MARK --TOP MAG. NAIL
SET IN ROAD=23.10 ASSIGNED
1
26,2
5.3
JOB NO. Y10-26
10'.
NOTES Auanbrook.dwg
REQUIRED CAPACITY:
FB25-63 S812-'
(SEE MODIFIED FOR GENERAL USE --REV
1.
LOCUS IS A.M. 59, PARCEL 192.
x tz 16
18
2.
ELEVATIONS SHOWN ARE ASSIGNED WITH LONG POND WATER LINE=15.0 ON 11/03/2010.
m
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
�7 4
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
TH 2
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
F WOOD STAKE
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
ASSIGNED
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
arr CHaN U K FENCE)
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
O TH 1
TEST HOLE LOCATION, NUMBER
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
-W-
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
N/F
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
AMARi
7....'1
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
�6
EXISTING CONTOUR
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
-g--
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
UTILITY POLE (IF SHOWN)
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
®
13.
PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
6.0
FENCE (IF SHOWN, NOT ALL SHOWN)
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
0
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
Ell 59
TEST HOLE
2 1
I 2 .18 5.7
BENCH MARK --TOP MAG. NAIL
SET IN ROAD=23.10 ASSIGNED
1
26,2
5.3
r 24.7
10'.
25.1
REQUIRED CAPACITY:
4.80, 24
(SEE MODIFIED FOR GENERAL USE --REV
J
x tz 16
18
1500 GAL.
A
m
w - 2 3
EFFECTIVE TRENCH LEACHING AREA: 486.8 SF
�7 4
C layer 2.5yr 6/4
,g 25.5 TH
43
TH 2
S.F/UNIT
25,3
medium sand
25.2 '....
x ?
2 1
I 2 .18 5.7
BENCH MARK --TOP MAG. NAIL
SET IN ROAD=23.10 ASSIGNED
1
26,2
N /F
AID 10
5.7
2 Y
a.. 1.
0.2
.t
p 26.5
5.6
W
BENCH MARK--S.E. CORNER OF DATE. October 21, 2010
CONC. BLOCK=25.19 ASSIGNED PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY• 0h3 R d 1 t
# 26.3
X =25.05,:±I:.. j65 Top Founaon
1 ` Existing
26.5 N/F
i ELLIS
rn 1
x1
} 27.5
enau , nspec or
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
Invert 23.10 GEOLOGIC MAP(1986): Harwich outwash plain deposits
Qlnvert22.65
Invert 22.40 10 HI -CAP INFILTRATORS
Use Gas Baffle 22.05 (H-20)
Effluent Filter Invert ed
Proposed 22.53
9" min. cover Top Units
Proposed S=1/8"/ft S=1/8"/ft Ins Max.
1500 Gal. min. / i Inspection Port
Proposed Septic Tank
r ..........
-------- 8 1/4„
r
I
I
j Invert 22.22 Invert 22.05 21'2
6" Stone or compact Proposed Proposed 5.6' Bottom level
30' 18' -� N --0 -i High Water Mark=15.6
Cp 0' Long Pond
ro
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
10"
15"
36"
U
50" °-
144"
A layer 10 3/2
sandy loam
E layer 10yr 4/2
loam sand
B layer 10yr 5/8
loamy sand
C layer 2.5yr 6/4
medium sand
no water
25.9
22.9
13.9 1
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0 /E layer 10yr 4/ 25.5
14" loamy sand
DESIGN DATA B layer 0 /6
27.0
N /F
BEDROOMS:
GARBAGE GRINDER:
CONC. BOUND
LEACH AREA 36-
6"N/F
FOUND & HELD
REQUIRED CAPACITY:
N
(SEE MODIFIED FOR GENERAL USE --REV
J
PROPOSED SEPTIC TANK:
1500 GAL.
m
a!
EFFECTIVE TRENCH LEACHING AREA: 486.8 SF
H-20 INFILTRATORS, AS SHOWN. FILTER CLOTH IS
C layer 2.5yr 6/4
f
Z
7.79 SF/LF X 6.25'/UNIT=48.69
S.F/UNIT
t�
medium sand
m
LEGEND
u
10 UNITS X 48.69 SF/UNIT=486.8
SF(EFFECTIVE)
O TH 1
TEST HOLE LOCATION, NUMBER
CONC. BOUND
-W-
WATER LINE MARKINGS
FOUND & HELD
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
[(486.8 SF) X .74 GPD/SF]
-G-
GAS LINE MARKINGS
9.5
EXISTING & PROPOSED ELEVATIONS ('X'
MARKS POINT)
�6
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)
N /F
AID 10
5.7
2 Y
a.. 1.
0.2
.t
p 26.5
5.6
W
BENCH MARK--S.E. CORNER OF DATE. October 21, 2010
CONC. BLOCK=25.19 ASSIGNED PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY• 0h3 R d 1 t
# 26.3
X =25.05,:±I:.. j65 Top Founaon
1 ` Existing
26.5 N/F
i ELLIS
rn 1
x1
} 27.5
enau , nspec or
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
Invert 23.10 GEOLOGIC MAP(1986): Harwich outwash plain deposits
Qlnvert22.65
Invert 22.40 10 HI -CAP INFILTRATORS
Use Gas Baffle 22.05 (H-20)
Effluent Filter Invert ed
Proposed 22.53
9" min. cover Top Units
Proposed S=1/8"/ft S=1/8"/ft Ins Max.
1500 Gal. min. / i Inspection Port
Proposed Septic Tank
r ..........
-------- 8 1/4„
r
I
I
j Invert 22.22 Invert 22.05 21'2
6" Stone or compact Proposed Proposed 5.6' Bottom level
30' 18' -� N --0 -i High Water Mark=15.6
Cp 0' Long Pond
ro
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
10"
15"
36"
U
50" °-
144"
A layer 10 3/2
sandy loam
E layer 10yr 4/2
loam sand
B layer 10yr 5/8
loamy sand
C layer 2.5yr 6/4
medium sand
no water
25.9
22.9
13.9 1
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0 /E layer 10yr 4/ 25.5
14" loamy sand
DESIGN DATA B layer 0 /6
27.0
N /F
BEDROOMS:
GARBAGE GRINDER:
3
No
LEACH AREA 36-
6"N/F
REQUIRED CAPACITY:
330 GPD
(SEE MODIFIED FOR GENERAL USE --REV
GERLACH
PROPOSED SEPTIC TANK:
1500 GAL.
Z-10"CBY 6
HI -CAP EXCAVATE A 2'-10" 8Y 68'-4" TRENCH. USE 10 HI -CAP
EFFECTIVE TRENCH LEACHING AREA: 486.8 SF
H-20 INFILTRATORS, AS SHOWN. FILTER CLOTH IS
C layer 2.5yr 6/4
7.79 SF/LF X 6.25'/UNIT=48.69
S.F/UNIT
RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UNITS
medium sand
WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER
10 UNITS X 48.69 SF/UNIT=486.8
SF(EFFECTIVE)
FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND
DESIGN CAPACITY:
360 GPD
FREE OF TOP AND SUBSOIL
[(486.8 SF) X .74 GPD/SF]
144"
no water
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
I�ADILLAC � \ �o# 357791
# 35779
�c TFR c ss
HEALTH AGENT APPROVAL
DATE
SITE PLAN
FOR
GEOFF ALLANBROOK
LOT 119 54 LYMAN LANE, SOUTH YARMOUTH, MA
JANUARY 20, 2011 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
2011 BY R.J. CADILLAC PAGE 1 OF 1
ILC cope
22.5 1