HomeMy WebLinkAbout83-1926 - Site Plan 4LOT 11
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
8"
13"
32"
74"
120"
A layer 10yr 2/2
loamy sand
E layer 10yr 6/2
loamy sand
B layer 10yr 5/8
loamy sand'
C layer 2.5y 6/6
medlum sand
__observed water _
8.9
6.2
2.7
-1.1
LOT 11
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0'
4"
13"
32"
42"
88"
122'
0 layer
E layer 10yr 4/2
loamy sand
B fayet 10yr 5/8
loamy sand'
C layer 2.5y 6/6
medlum sand
observed water
8.9
6.2
Bottom Flood
Vent=11.5
Top Slab
=10.5
_OT 11
RADE CHANGES
)RE PROPOSED
13.1
Prop. Top Found.
Invert 9.57
i Proposed PVC
S=1 14" /f+
TEST HOLE DATE: March 22, 2012
PERFORMED BY; Ron Cadillac; Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993) Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 9.12
Invert 8.85
Proposed S=1/8"/ft+
Invert 9.37 1500 Gal.
d.
ProposeSepik Tank
i
Invert 8.78
Invert 9.02 propose
6" Stone or compact Proposed 3'
10' -- 10'--i 5,
Fop Units=9.17
laFilter Cloth
5'
3.3"
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 32"t TO MEDIUM SAND.
BENCH MARK --TOP DISC ON N/F
CONC. BOUND=7,37 NGVD29 ',SCH WELM
x 9.4
\ x 7.4
\V 651 � � 7
\ \ .4
\ 6,
\ \ 9
\ \ ,
\
6.73 \ '
6.3
\ f
I F\
I v
�I �F
ml
OI
�I
SII PROVIDE, 8" DUCTILE
Cn II IRON PIPE JNDER
I DRIVE --MATCH TO
EXISTING DRAINAGE
I SWALE
�I
s,
zl
II
I
I
I
LEGEND'
-e} TH 1 TEST HOLE LOCATION, NUMBER
W- PROPOSED WATER SERVICE
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
WJE- UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8,7 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)
7.4
N /F
TUERS
" 7.05
* 10,1)
\
r-
To
\
I
LOT 11
! 5,545±S.F. 91
i
1
-11.2 �o °Rpp 0Co°
A'
/ Q����� / ; 11,2ra FO°0SF 11
Q Q
C"O�
I S,00 Pp
�4t 7
1
8.3
`70
9.
P
000-0 0 Q
\ 0
F'pc�
7.55
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM *SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
9.4
q
I '4
x 8.8
8,9
9.0
m r
08' OF 1.7' USGS Adjustment
TH 1
y
< 7
Provided Using MASH29
DESIGN DATA
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
March 2012 --Zona A"
xi1.2
LOCUS IS IN FLOOD ZONE A11(EL. 11) & BON FIRM ATED JULY 2, 1992;
OBSERVED WATER -2.7
BEDROOMS:
4
5.
"Locus is within 300' of Run Pond
Shrug Meadow swamp
GARBAGE GRINDER:
No
LEACH AREA
REQUIRED CAPACITY:
440 GPD
8,
PROPOSED SEPTIC TANK:
1500 GAL.
USE 32 INFILTRATOR QUICK4
PLUS STANDARD
EFFECTIVE LEACHING ARTA:
605.4 SF
LOW PROFILE CHAMBERS, AS
SHOWN, FOR A
4.73 SF/LF X 4'/UN[T=18.92 S.F/UNIT
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON
32` LONG BY 11'-4" WIDE BY 3.3" DEEP
32 UNITS X 18.92 SF/U41T=302.7 SF(EFFECTIVE)
LEACH AREA. COVER WITHFILTER CLOTH.
DESIGN CAPACITY:
448 GPD
$' REMOVAL
[(605.4 SF) X 74 GPC/SF]
12,
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 32"t TO MEDIUM SAND.
BENCH MARK --TOP DISC ON N/F
CONC. BOUND=7,37 NGVD29 ',SCH WELM
x 9.4
\ x 7.4
\V 651 � � 7
\ \ .4
\ 6,
\ \ 9
\ \ ,
\
6.73 \ '
6.3
\ f
I F\
I v
�I �F
ml
OI
�I
SII PROVIDE, 8" DUCTILE
Cn II IRON PIPE JNDER
I DRIVE --MATCH TO
EXISTING DRAINAGE
I SWALE
�I
s,
zl
II
I
I
I
LEGEND'
-e} TH 1 TEST HOLE LOCATION, NUMBER
W- PROPOSED WATER SERVICE
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
WJE- UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8,7 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)
7.4
N /F
TUERS
" 7.05
* 10,1)
\
r-
To
\
I
LOT 11
! 5,545±S.F. 91
i
1
-11.2 �o °Rpp 0Co°
A'
/ Q����� / ; 11,2ra FO°0SF 11
Q Q
C"O�
I S,00 Pp
�4t 7
1
8.3
`70
9.
P
000-0 0 Q
\ 0
F'pc�
7.55
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM *SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
9.4
q
I '4
x 8.8
8,9
9.0
JOB NO. Y12
TH 1
y
1.
CA i+:
FB27/26 S81
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
p. S.3
xi1.2
LOCUS IS IN FLOOD ZONE A11(EL. 11) & BON FIRM ATED JULY 2, 1992;
_Q�8 9
TH 2
x 9,1
F CE
F EXISTING DRAINAGE SWALE
RESEED DISTURBED AREAS
E- ESE_ -E_ -E_ E7_E---
N /F
COTE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
OT TO
CALF Ili
LOCATION MAP
•-tijuum conservatior
Commission
MAY n 3
RECEIVE7n1]D
CHRIS & DIANE KING
LOT f 1, BASS RIVER TERRACE, S, YARMOUTH, MA
APRIL 16, 2012 SCALE: 1"=20 b
RONALD J.. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
D2012 BY R.J. CADILLAC PAGE 1 OF 1
DATE
JOB NO. Y12
NOTES
KingLott t.dwc
1.
LOCUS IS A,M. 42, PARCEL 158:
FB27/26 S81
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3.
LOCUS IS IN FLOOD ZONE A11(EL. 11) & BON FIRM ATED JULY 2, 1992;
4.
ALL PIPES TO BE 4" SCH 40, AND, PITCHED AT 1 /4" I 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. I
7..
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 141.
8,
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEE,;
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" WITHII2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
114
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)..
13,
PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVEIIANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14,
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
OT TO
CALF Ili
LOCATION MAP
•-tijuum conservatior
Commission
MAY n 3
RECEIVE7n1]D
CHRIS & DIANE KING
LOT f 1, BASS RIVER TERRACE, S, YARMOUTH, MA
APRIL 16, 2012 SCALE: 1"=20 b
RONALD J.. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
D2012 BY R.J. CADILLAC PAGE 1 OF 1
DATE