HomeMy WebLinkAbout83-1452 - Site Plan22' s
W hi TEST HOLE 1
I ( _ 2�
,p OIJ I N N_I N \s\
8, DEPTH (inches)
L--16 --L--22----j- 10-�rl0
48'
Ln DECK DETAIL 6
c� 1 "=15' 15.3 12"
a ?4.8
N
m 5.9
a 50"
0 layer
A loyer t0yr 3/2
sondy loom
B layer 2.5y 5/6
sandy loam
Cl layer 2.5y 6/4
sandy loam
C2 la er 2.5y 5/3
silt loam
observed water
TEST HOLE 2
ELEV.(feet) DEPTH (inches)
19.5 0
6"
12"
0 layer
A layer 10yr 3/3
sandy loam
B layer 10yr 5/8
sandy loom
C layer 2.5y 6/4
loamy med. sand
See other test
holes for water
TEST HOLE 3 DT <`
ELEV.(feet) DEPTH (inches)
20.7 0
5"
12'
0 layer
A layer 10yr 3/3
sandy loom
B layer 10yr 5/6
sondy loam
Cl layer 10yr 6/4
loamy med. sand
C2 layer 2.5y 6/3
silt loam
observed water
r 18.3
I i
j a.6� I
UE
j Q I
I
18.7
I
18.5
18.0
i
9.V I
� W I
19.2
Z I
I
19.0
I
4zo.o I
I
20.o I
1 p2o.c I
I
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)
, � nnurrnn nr, n,.[ rn urrr r, rl r c n[n 1 nn nr nrnnl nnnr.lc
r .
1.
LOCUS IS A.M. 91, PARCEL C118A.
2 NOl
SCF
ELEV.(feet)
2.
ELEVATIONS SHOWN ARE ASSIGNED.
.a
5"
3.
LOCUS IS IN FLOOD ZONES C &BON FIRM DATED JUNE 17, 1986.
PERFORMED BY:
18.7
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
O
WITNESSED BY:
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
0
DRIVE, YARMOUTHPORT, MA
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Q
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
Barn -PI ym-Nont. Complex
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
N.
Harwich outwash plain deposits
38"
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Invert 22.06
15.5
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
a
4, 1998
Invert 21.35
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
d
20'
DETERMINATIONS MUST
�\ ��a �
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION 1
13.4
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
H-20
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
/�7r�
21 4 SCREENED
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
127
12.
IF AN OVERDIG IS 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)
, � nnurrnn nr, n,.[ rn urrr r, rl r c n[n 1 nn nr nrnnl nnnr.lc
r .
IY. NLL VVIYJ IRVVII VIV IV MGC[
111LG J HIVV LVVIYL RG VVLn11VIVJ.
V
REQUIRED CAPACITY:
330 GPD
TEST HOLE DATE:
3/5/98 & 5/28/98 (TH 5)
5"
504 SF
[(42' X 12')]
PERFORMED BY:
Ron Cadillac, Soil Evaluator
103.6 SF
[2(12'+ 42') X 0.96' DEEP)]
25.0
WITNESSED BY:
Bruce Murphy, RS, CHO
12"
�.�
DRIVE, YARMOUTHPORT, MA
PERC RATE:
<2'-00"/inch (TH's 2,4,5)
Q
PROP. TOP FOUND.
SOIL SURVEY(1993):
Barn -PI ym-Nont. Complex
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
38"
Invert 22.06
CADIL ;C
o
0
OProposed
4, 1998
Invert 21.35
d
20'
DETERMINATIONS MUST
�\ ��a �
Use Gas Baffle
Invert 21.10 5 FLOWDIFFUSORS
75"
H-20
/�7r�
21 4 SCREENED
TOP PEA STONE ,--, VENT
Of
O
1500 Gal.'
Invert 21.60
Proposed Invert 21.27 Invert 20.96 /
Use 6" Stone under Proposed -Proposed
[ --23 1 -4 1 I 7.
DESIGN DATA
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330 GPD
SEPTIC TANK:
1500 GAL
BOTTOM LEACHING AREA:
504 SF
[(42' X 12')]
tND�1'gssgc
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.
- - - - - T� 11.5" 137,
20.0
1 5' Bottom
I
0 layer
A layer 10yr 3/3
sandy loom
0 layer 10
oyr 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 0
Observed Water =14.9 (Long Pond)
10"
24"
LEACH AREA
USE 5 H-20 FLOWDIFFUSORS WITH
1' OF STONE ON THE ENDS AND 4
ON THE SIDES FOR A 42' X 12'
X 11 1/2" DEEP LEACH AREA.
A 5' REMOVAL IS CALLED FOR
DOWN 7't TO COARSE SAND,
OR LOAMY MEDIUM SAND.
SITE PLAN
FOR
48"
64"
84"
132"
A layer 2.5y 4/2
sandy loam
B layer 2.5y 5/6
sandy loam
C1 layer 2.5y 5/6
sandy loom
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
DALY
LOCUS APPEARS
TO BE IN AN R-40
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGIN STAMP ANDS IGNATURE.
MICHAEL
& MARY
ALYCE
BERN STEI N
ZONING DISTRICT,
AND TO
tND�1'gssgc
CONSTRUCTION YARDS OFBJECT
�P�SHDFMass�o
RONALD s�
��
R-sN LOT
118A, 53 CONGRESSIONAL
DRIVE, YARMOUTHPORT, MA
FRONT YARD
30'
JAME; m
A°'
SIDE YARD
20'
o
CADIL ;C
o
y
JUNE
4, 1998
SCALE: 1"=30'
REAR YARD
ACTUAL ZONING
20'
DETERMINATIONS MUST
�\ ��a �
4.- _01
TEST HOLE LOCATION, NUMBER BE MADE BY TOWN ZONING OFFICAL.
PROP. WATER LINE MARKINGS
GAS LINE MARKINGS (IF SHOWN)
UNDERGROUND ELECTRIC WIRES (IF SHOWN)
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
TREE (IF SHOWN, NOT ALL SHOWN)
EXISTING DRAINAGE CATCHBASIN
HEALTH AGENT APPROVAL
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700
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