HomeMy WebLinkAbout42.158.1 - Site PlanLOT 11
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
6"
13"
32"
74"
120"
A layer 10yr 2/2
loam' sand
E layer 10yr 6/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
observed water
------------
8.9
6.2
2.7
-1,1
LOT 11
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
V
4"
13"
32"
42"
aa"
122"
0 layer
E Ipyer 90yr 4 2
loam sand
6 layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
_observed water --
8.9
6.2
Bottorn Flood
Vent=11.6*
Top Slab
04 11
GRADE CHANGES
ARE PROPOSED
Prop. Top Found.
PVC
S�1_/4
Invert 9.3'
_„min. cove
Proposed
1500 Gal.
*Flood Vent May. I ---- peptic Tank
Not be required I
I
I
6" Stone or c
I I
10' -�-
DESIGN DATA
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 605.4 SF
4,73 SF/LF X 4'/UNIT=18.92 S.F/UN17
32 UNITS X 16.92 SF/UNIT=302.7 SF(EFFECTIVE)
DESIGN CAPACITY: 448 GPD
[(605,4 $F) X ,74 GPD/SF]
BENCH MARK --TOP DISC ON
1,6 CONC. BOUND=7.37 NGVD29
_1.2 l 1
7.4
6.73 \\
TEST HOLE DATE: March 22, 2012
PERFORMED BY; Ran Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: t2'-00"/tnch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 9.12
®Filter Cloth
3:3"
Invert 8:78
pert 9.02 Proposed 5'
)roposed 3' i
j10'-i N 2'�I HI h ound w
CD 'S' ! 0.8' OF 1.7'
7' ProMded Us
N l
March 2012
*Locus is wlthln. 300' of Run Fond
Shrub- Meadow Swamp
LEACH AREA
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3,3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 32"± TO MEDIUM SAND.
N /F
SCHWELM
10,9
196.97
LOT 1 o
; X10,2
�I
7152345+S.F. 9.111
A; 1
1rn
1 m ,.
'13
\yx11,2--
rL
n
9,4 We
10
7.4
6.3 61
I \
I F\ Y \
!! � 62
A-
0 I
ml
of
I
olll PROVIDE 8" DUCTILE
In I IRON PIPE UNDER
o DRIVE --MATCH TO
C I EXISTING DRAINAGE
4 1 SWALE
rl
21
• 7.05
N /F
TUERS
8.1
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
9.4
3
Cc ° v 7 '
7�� \11,2 70 R Opo 11,43s
X11.2 w
O FO� S�O ry TH 1 w w
! fig. Spac C
E8 0x 11.2
3
i?7
I c lq.
I
70 11.2
\\s
\ 000. M8.9
TH 2 e 8
° 6.e s
` zss F
\ � a
7.
780 _• 91
F EXISTING DRAINAGE SWALE
RESEED DISTURBED AREAS
0-&7--E__E_-E__E__E-E-E--
*SEE PETITIONERS PLAN FOR CASE NO. 15018 FOR THESE DIMENSIONS
N /F
COTE
(LEGEND
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)
3.
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. 7/24/12
--FOUNDATION RAISED 1/2'
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM
• 7.05
N /F
TUERS
8.1
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
9.4
3
Cc ° v 7 '
7�� \11,2 70 R Opo 11,43s
X11.2 w
O FO� S�O ry TH 1 w w
! fig. Spac C
E8 0x 11.2
3
i?7
I c lq.
I
70 11.2
\\s
\ 000. M8.9
TH 2 e 8
° 6.e s
` zss F
\ � a
7.
780 _• 91
F EXISTING DRAINAGE SWALE
RESEED DISTURBED AREAS
0-&7--E__E_-E__E__E-E-E--
*SEE PETITIONERS PLAN FOR CASE NO. 15018 FOR THESE DIMENSIONS
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
CHRIS & DIANE KING
LOT11, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
NOTES
KtngLot11.d
1.
LOCUS IS A,M. 42, PARCEL 158.
F627/26 S
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT N0, 11.
3.
LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1992
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 114",
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, 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: REMOVE ANY 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
CHRIS & DIANE KING
LOT11, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
2012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1