HomeMy WebLinkAbout42.158.1 and 42.158.2 - Site PlanLOT 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/f -
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)
0
4-
131,
32"
42" a
88"
122'
0 layer
E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
_obser_ved water _
8.9
6.2
LOT 11
GRADE CHANGES
GARBAGE GRINDER:
TEST HOLE 'DATE:
PERFORMED BY:
March 22, 2012
Ron Cadillac, Soil Evaluator
\
ARE PROPOSED
1500 GAL.
WITNESSED BY:
Amy Von Hone, RS, CHO
\
32 UNITS X 18.92 SF/UNIT=302.7 $F(EFFECTIVE)
PERC RATE:
<2'-00"/1jnch (C layer)
[(605.4 SF) X .74 GPD/SF]
13.1
SOIL SURVEY(1993):
Carver coarse sand
Prop. Top Found.
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
Bottom Flood
Vent=11.5
Invert 9.57
Invert 9.12
Proposed PVC
8.$5
To SlabP
Proposed
-10.5
$=1 4°/ft9
min. cover
;GaseInvert
TopUnits=5.17
Proposed
S=1
®Filter Cloth
Invert 9.371500
Gal.Proposed
Septic Tank
---- ---- 3.3"
LOT 11
6" Stone or
I
10' 1
DESIGN DATA
BEDROOMS:
GRADE CHANGES
GARBAGE GRINDER:
TEST HOLE 'DATE:
PERFORMED BY:
March 22, 2012
Ron Cadillac, Soil Evaluator
440 GPD
ARE PROPOSED
1500 GAL.
WITNESSED BY:
Amy Von Hone, RS, CHO
4.73 SF/LF X 4'/UNIT=18.92 S,F/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 $F(EFFECTIVE)
PERC RATE:
<2'-00"/1jnch (C layer)
[(605.4 SF) X .74 GPD/SF]
13.1
SOIL SURVEY(1993):
Carver coarse sand
Prop. Top Found.
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
Bottom Flood
Vent=11.5
Invert 9.57
Invert 9.12
Proposed PVC
8.$5
To SlabP
Proposed
-10.5
$=1 4°/ft9
min. cover
;GaseInvert
TopUnits=5.17
Proposed
S=1
®Filter Cloth
Invert 9.371500
Gal.Proposed
Septic Tank
---- ---- 3.3"
6" Stone or
I
10' 1
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/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 $F(EFFECTIVE)
DESIGN CAPACITY:
448 GPD
[(605.4 SF) X .74 GPD/SF]
C)
ml
of
X11
(PROVIDE 10" DUCTILE
II IRON PIPE UNDER
o I DRIVE --MATCH TO
EXISTING DRAINAGE
I SWALE
�I
� I
�I
r
it
i
I
I
I
I
I
I
i Invert 8.78
Invert 9.02 Proposed
Proposed 3'
-- 10'-- i N' - 5,
7'
LEACH AREA
5' Bottom
Level
/Ht h Ground Water=3.5
1 0.8' OF 1.7' USGS Adjustment
17 Provided Using MASH29
March 2012 --Zone A*
OBSERVED WATER -2.7
*Locus Is within 300' of Run Pond
Shrub Meadow Swamp
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3.3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 32"± TO MEDIUM SAND.
NOTE SCALED'FLOOD .LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATION$
N /F
BUTLER
NOTES King.dw9 T
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB12/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 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 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.
0� VERS: 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.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
131 SOIL SURVEY(1993): Carver coarse sand
Prop, Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits
Bottom Flood
Vent=11.5 Z1 Invert 9.55 Invert 9.10 32--QUICK4 PLUS STANDARD
I \ Proposed PVC Use Gas Baffle LOW PROFILE CHAMBERS
Invert 8.85
m
IProposedS-1/8"
1500 Gal.
Septic To
'op Units -9.1
OFllter Cloth
------ ss 3.3„
nvert
I 8.78 �
Proposed 5' g
6 Stone it compact Proposed I I N 3' ; Leovet m
i 10 -^� F- $' 1 _ 1-2AHI h Ground Water -3.5
N 5, 1.1' OF 1.7' USGS Adjustment
< 7' Provided Using MASH29
DESIGN DATA March 2012 --Zone A*
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/UNIT
32 UNITS X 18.92 SF/UNIT-302,7 SF(EFFECTIVE)
DESIGN CAPACITY. 448 GPD
[(605.4 SF) X .74 GPD/SF]
TOWN ROAD TAKING
DIMENSIONS OF LOT 12
SHOWN APPROXIMATELY.
IIIAI%.2
} ) 1�5 /' /;- / /
OBSERVED WATER -2.4
*Locus is within 300' of Run Pond
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 36"t TO MEDIUM SAND.
/ N /F
COTE THIS PLAN IS A VALID COPY ONLY IF IT BEARS
N/F AN ORIGINAL RED STAMP AND SIGNATURE.
LEGEND- BOUVIER
} TH 1 TEST HOLE LOCATION, NUMBEROF u
-W- PROPOSED WATER SERVICE �� RONA
E OVERHEAD ELECTRIC WIRES (IF SHOWN)JAMES
- UE UNDERGROUND ELECTRIC WIRES (IF MARKED) CADILLAC N H CADILLAC
�.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) u Soso # 3 5779
EXISTING CONTOUR �SGisTE�`� suavE�ov'
_g PROPOSED CONTOUR ANiTAR P (� (� I
UTILITY POLE (IF SHOWN) ll
IE EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE
*SEE PETITIONERS PLAN FOR CASE N0. 13018 FOR THESE DIMENSIONS
SITE PLAN
FOR
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4-
14"
36"
86"
120"
0 layer
E layer 10yr 572
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand
observed water
9.6
6.6
2.4
-0,4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
42"a
82"
120'
0 layer
ayer 10yr 5 2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
observed water
FILE COPY
CHRIS & DIANE KING
2.3
-0.9
LOTS 11 & 12,
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