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N/F
SABULIS
305 . 306
LOT 187
1l>990tS.F.
G� 30 3 oe
30.7
30.8 baSe� ert
30.5 " ---
- 0�7 30.5
2 Co.
30
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THIBAULT
TH 1
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G--
GAS LINE MARKINGS (IF SHOWN)
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 x 5.7
EXISTING 8c PROPOSED ELEVATIONS ('X' MARKS POINT)
6'
EXISTING CONTOUR
_8-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
O
EXISTING SEPTIC COVER
83
EXISTING DRAINAGE CATCH BASIN
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
��
TREE (IF SHOWN, NOT ALL SHOWN)
MARK -TOP MAG NAIL SET
WENT = 30.60 ASSIGNED
30.8
309. 308
9 0 3L4
30.9 441
�30,63
30 7
7
308
u
1�3
Z
30�7 CA
31.0 o:
J �
• 315
♦ 3L03
30,9
GABREE.D WG
a
a
1.
LOCUS IS A.M. 85, PARCEL 160.
a;
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
4
4.
5.
ALL PIPES TO BE 4" SCH 40, AND
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
NOT TO
7.INLET
TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
SCALE Rd• -
8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
o
Gr y
EF ICOMPONENTST PIPES TOB
TO EXCEED 3% ORFOR FIRSTS VENTING MUST BE PROVIDED.
^stow
9.
DEP HX NOTVEL
BUILD UP COVERS TO WITHIN V OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. L®�iATION
3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
10.
11.
STONE TO BE DOUBLE WASHED
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HALE
12.
IF AN OVERDIG IS CALLED FOR
TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13.
IS
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE
IN
DEPTH (inches)
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
TO MEET TITLE 5 AND LOCAL REGULATIONS.
0 A layer 10yr 3/2
14,
ALL CONSTRUCTION
TEST HOLE DATE: July 12, 2000
4" sandy Icam
PERFORMED BY: Ron Cadillac, Soil Evaluator
E layer 10ynd/2
NO GRADE CHANGES WITNESSED BY: Amy L. Von H0n8, RS 8" loam so
31.22t <2'-00"/inch (Cllayer) B layer 10yr 5/8
ARE PROPOSED PERC RATE:1. d loamy sand
TOP FOUND. <5 -00 /Inch tC2 layer) assume. 36..
Invert 28.75 SOIL SURVEY0993): Carver coarse sand 6
GEOLOGIC MAP0986): Harwich outwash plain deposits 55.n medium C1 layer 25a6
sand
Exist. Cost Iron Invert 27.62
Invert 28.75 Use Gus Baffle 5 CONTACTOR 100'S 66.
Invert 27.21
Exist. Cast Iron
S=5/8"/ft 9" min. caw
Invert 27.87 1500 Gal:
N/F Proposed
DRISCOLL I
6" Stone or compact
2' 1--16' --
DESIGN DATA
BENCH MARK--S.E. CORNER
BULKHEAD = 31.10 ASSIGNED
31.1
....�.4 :• ME
31.2
313
N/F
STOCKFORD
27.7
S=1/4"/ft TOP PEA STONE
S=1 /8"/ft min. _ - -
-
T7
,ert 27.38 Invert 27.20 7.5' Bottom
roposed Proposed
�
--12 I _
� Bottom TH1=99.2
ro
C2 layer 2.5y
loamy sand
no water
132"
BEDROOMS:
3
LEACH AREA
GARBAGE GRINDER:
No
USE CONTACTOR 10O'S
WITH 4'
REQUIRED CAPACITY:
330
GPD
,5
OF STONE ON SIDES AND
3' OF
SEPTIC TANK:
1500
GAL.
STONE ON ENDS, FOR A
46' LONG
BOTTOM LEACHING AREA:
506y'F
BY 11' WIDE BY 6" DEEP
LEACH AREA.
[(11' X 46')]
SIDE LEACHING AREA:
57
SF
[2(11'+ 46') X 0.5' DEEP)]
DESIGN CAPACITY:
337
GPD
[(506 SF + 57 SF) X .60
GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
H✓ EAL AGENT APPROVAL
SITE PLAN
O
J U I. 2 8 2000
-HEALTH DEPT.
ELEV.(feet)
1 30.2
27.2
24.7
19.2
LOT 187, 21 DANCING BROOK ROAD, S. YARMOUTH, MA
JULY 27, 2000 SCALE: 1"®20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
L� (508) 775-9700
DATE PAGE 1 OF 1
C 2000 BY R.J. CADILLAC