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NORTH ELEVATION.
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0
APPROVED
IMOUTH COMMITTEE
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TEST HOLE 1
07J I N N I L, tS•
�<P, DEPTH (inches)
48'
DECK DETAIL 6
1"=15' / 15.3 12"
t a:8
TEST HOLE 2
ELEV.(feet) DEPTH (inches)
0 layer
A layer 10yr 3/2
__!only loom
B layer 2.5y 5/6
sandy loom
Ci layer 2.5y 6/4
sandy loam
C2 la r 2.5y 5/3
silt loam
observed water
19.5 0
6"
12"
LOCUS APPEARS TO BE 1N AN R-40 I
ZONING DISTRICT, AND SUBJECT TO 1
CONSTRUCTION YARDS OF:
FRONT YARD 30'
SIDE YARD 20'
REAR YARD 20'
TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST
PROP. WATER LINE MARKINGS BE MADE BY TOWN ZONING OFFICAL.
--G- GAS LINE MARKINGS (IF SHOWN)
---UE- UNDERGROUND ELECTRIC WIRES (IF SHOWN)
,, 9.5 , 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
-'6 EXISTING CONTO%
PROPOSED CONTUR
TREE (IF SHOWi NOT ALL SHOWN)
❑ EXISTING DRAINAE CATCHBASIN
0 layer
A layer 10yr 3/3
sandy loam
B layer 10yr 5/8
sandy loam
C layer 2.5y 6/4
loamy med. sand
See other test
holes for water
TEST HOLE 3 NOTES
ELEV.(feet) DEPTH (inches)
20.7 a
5"
12"
0 layer
A layer 10yr 3/3
sandy room
B foyer t0yr 5/6
sandy loam
Cl layer 10yr 6/4
loamy med. sand
C2 layer 2.5y 6/3
silt loom
observed water
NOT TO
SCALE
12,7 G CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING TEST HOLE 4
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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
11.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
3
4
0
1.
LOCUS IS A.M. 91, PARCEL C116A.
z
ELEV.(Feet)
2,
ELEVATIONS SHOWN ARE ASSIGNED.
,Qc
78 7
3.
LOCUS IS IN FLOOD ZONES C & B ON FIRM DATED JUNE 17, 1986.
'b
25.0
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
p 0
SF
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
j
DESIGN CAPACITY:
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
ao
Barn-Plym-Nant. Complex
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
m
GEOLOGIC MAP(1986):
S.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
N
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET,
c
t 5.5
g.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
t
Use Gas Baffle
BUILD UP COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
_
COVERONE OF TANK TO BEWITHIN E
H-20
13.4
10.
STONETO BEDOUBLE WASHED3/4 T
O 1F1/2A WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
LOCATION
/"5�/Top
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
PEA STONE - ANT
12
IF AN OVERDI IS
NOT TO
SCALE
12,7 G CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING TEST HOLE 4
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
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
11.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
Invert 21.60
Proposed Invert 21.27 Invert 20.96
Use 6" Stone under Proposed
Proposed
r- 23 C -- 4' f - 7.
DESIGN DATA
BEDROOMS:
3
GARBAGE GRINDER:
0
REQUIRED CAPACITY:
TEST HOLE DATE:
3/5/98 & 5/28/98 (TH 5)
SEPTIC TANK:
1500
GAL
PERFORMED BY:
Ron Cadillac, Soil Evaluator
5"
-�
25.0
WITNESSED BY:
Bruce Murphy, RS, CHO
12"
SF
PROP. TOP FOUND.
PERC RATE:
<2'-00"/inch (TH's 2,4,5)
DESIGN CAPACITY:
.1
GPD
SOIL SURVEY(1993):
Barn-Plym-Nant. Complex
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
38"
Invert 22.06
Proposed
Invert 21.35
`y
i
Use Gas Baffle
Invert 21.10 S FLOWDIFFUSORS
_
H-20
7521.4
/"5�/Top
SCREENED
PEA STONE - ANT
Invert 21.60
Proposed Invert 21.27 Invert 20.96
Use 6" Stone under Proposed
Proposed
r- 23 C -- 4' f - 7.
DESIGN DATA
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330
GPD
SEPTIC TANK:
1500
GAL
BOTTOM LEACHING AREA:
504
SF
[(42' X 127)
SIDE LEACHING AREA:
103.6
SF
[2(12'+ 42') X 0.96' DEEP))
DESIGN CAPACITY:
449
GPD
[(504 SF + 103.6 SF) X .74
GPD/SF)
NOTE: LEACH AREA IS SIZED FOR 4
BEDROOMS SO IT MAY EVENTUALLY
BE UPGRADED BY THE ADDITION OF
SYSTEM COMPONENTS BEARING A
NITROGEN LOADING CREDIT.
T15'
11.5" 132„
0.0
ottom
0 layer
A layer 10yr 3/3
sandy loam
B layer 10yr 5/8
sandy loam
C layer 2.5y 6/4
loamy med. sand
observed water
ELEV.(feet)
19.5
16.3
13.25
8.5
TEST HOLE 5
0.1' USGS Adjustment
Barn 247-May.98 DEPTH (inches) ELEV.(feet)
Zone C
Observed Water --14.9 (Long Pond) 0
1o°
24"
LEACH AREA
USE 5 H--20 FLOWDIFFUSOP.S WITH 48"
1' OF STONE ON THE ENDS AND 4'
ON THE SIDES FOR A 42' X 12' 64"
X 11 1/2" DEEP LEACH AREA. 84"
A 5' REMOVAL IS CALLED FOR
DOWN 7't TO COARSE SAND,
OR LOAMY MEDIUM SAND.
132"
SITE PLAN
FOR
A layer 2.5y 4/2
sandy loam
B layer 2.5y 5/6
sandy loom
Cl layer 2.5y 5/6
sandy loam
C2 layer 2.5y 6/4
silt loam
observed water
C3 layer 10yr 5/4
coarse sand
18.0
12.7
11.0
7.0
THIS PLAN A VALID COPY ONLY IF IT BEARS MICHAEL & MARY ALYCE B ERN STEI N
AN ORIGINALL RED STAMP AND SIGNATURE.
��RONALD qy =�Q'V "OF4Ds9s�' LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTHPORT, MA
JAME r' r MES o
^cGG�Dy�� c� i JUNE 4, 1998 SCALE: 1"=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPR(1VAL DATE (508) 775-9700
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