HomeMy WebLinkAbout83-1576 - Site PlanN /F
FREEMAN
RECOMMEND TWO 6"
INSPECTION PORTS
WITH COVERS.
BELIEVED TO BE
OLD TH2 10/20/99
WATER @ 1.41
BENCH MARK --TOP & CENTER OF
WOOD STAKE= 7.60 NGVD29
C.B. END , 7.3
7.3
N /F
EFSTATHIOU
7.6
7.60 S 77431'4p•
LOCUS IS IN AN R=25 ZONING DISTRICT,
AND APPEARS SUBJECT TO CONSTRUCTION
YARDS OF:
FRONT YARD 30'
SIDE YARD 15'
REAR YARD 20'
ACTUAL ZONING DETERMINATIONS MUST
BE MADE BY TOWN ZONING OFFICAL.
N/F
CONNELLY
23'
. t
ON
f'
PROPOSED 0
ru ToP F 'DWELL/ NG DROOM
24' <�un12.5
....:.....:24'
11.3 5.8 PORCH
k 6.3
� .;.5.8 rl / 10
o-
1
OIh
I
- 5.
\�36'
• 5.2
6.8
j.7
6.4
'8-8
WJ
6.7 7
ELECTRIC BOX
•-L,-71 6 125.Op,
N
3 E 7.31'40• W
Qo�l
53 I 4.7
41 66.26
HIGH POINT=6.8 � 6.42
0A D -- 6.60
BENCH MARK --TOP SPIKE SET
IN PAVEMENT = 6.42 NGVD29
(4.5' W. OF RANGE LINE REAR OF HOUSE 5)
uN
I
5.9
C.B. END- 6.7
NOTES vvu IY V. IVI-4�
Roy3.dwg
1. LOCUS IS A.M. 14, PARCEL 37.
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON FIRM BENCH RM24.
3. LOCUS IS IN FLOOD ZONE Al2 (EL.10) 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.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
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. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
I 12.75
T1PP2.
House slab
6.1Top Foundation
rt9.20
sed
S=3/8"/ft 12" cover
Prop.
overt 8.90 2000 Gal:
Proposed Septic Tanb
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
-W-
PROPOSED WATER SERVICE
-E-
UNDERGROUND ELECTRIC MARKINGS
9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�6-`
EXISTING CONTOUR
-8�--
PROPOSED CONTOUR
X -
FENCE (IF SHOWN, NOT ALL SHOWN)
QTREE
(IF SHOWN, NOT ALL SHOWN)
uN
I
5.9
C.B. END- 6.7
NOTES vvu IY V. IVI-4�
Roy3.dwg
1. LOCUS IS A.M. 14, PARCEL 37.
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON FIRM BENCH RM24.
3. LOCUS IS IN FLOOD ZONE Al2 (EL.10) 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.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
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. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
I 12.75
T1PP2.
House slab
6.1Top Foundation
rt9.20
sed
S=3/8"/ft 12" cover
Prop.
overt 8.90 2000 Gal:
Proposed Septic Tanb
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
A layer 10yr 4/2
loamy sand
B layer 10yr 4/6
loamy sand
C layer 10yr 6/6
fine sand
_observed water
6.7
4.2
T6„ 120" L 1-3.3
Invert 8.47 Invert $.30 7.8
6" Stone cr compact Proposed Proposed � 5.0' Bottom Level TEST HOLE 2
�---- 10 ---f -- 8' -� 1 � (---0' EL 2.8 NGVD29
DEPTH (inches) ELEV.(feet)
,L 1.45' Adjustment Provided
DESIGN DATA
0
TEST HOLE DATE:
October 23, 2001
6"
PERFORMED BY:
Ron Cadillac, Soil Evaluator
WITNESSED BY:
Charlotte Stiefiel, RS
PERC RATE:
<2'-00"/inch (C layer)
LEACH AREA
SOIL SURVEY(1993):
Carver coarse sand
No
GEOLOGIC MAP(1986): Harwich outwash plain deposits
30"
REQUIRED CAPACITY:
440 GPD
V
Invert 8.65
SEPTIC TANK:
°'
48.. n
Use Gas Baffle
Invert 8.30 6 CONTACTOR 100'S
83TTO4a LEACHING APEA:
S=1 /4"/ft+
Proposed
8.8
TOP PEA STONE
67
A layer 10yr 4/2
loamy sand
B layer 10yr 4/6
loamy sand
C layer 10yr 6/6
fine sand
_observed water
6.7
4.2
T6„ 120" L 1-3.3
Invert 8.47 Invert $.30 7.8
6" Stone cr compact Proposed Proposed � 5.0' Bottom Level TEST HOLE 2
�---- 10 ---f -- 8' -� 1 � (---0' EL 2.8 NGVD29
DEPTH (inches) ELEV.(feet)
,L 1.45' Adjustment Provided
DESIGN DATA
< is within 300'
0
of sal
rp of Solt water
4"
OBSERVED WATER=1.35
N/F BEDROOMS:
4
LEACH AREA
9"
HADDAD GARBAGE GRINDER:
No
REQUIRED CAPACITY:
440 GPD
USE 6 CONTACTOR 100'S SET WITH
SEPTIC TANK:
1500 GAL.
4' OF STONE ON THE SIDES, AND 2'
32
83TTO4a LEACHING APEA:
542.6 SF
OF STONE ON THE ENDS, AND WITH
[49.5' x 11'] - 1.9 S.F.•
A 6'-6" SPACE IN THE CENTER FOR
LEACHING
s" E LEACHING AREA:
AREA:
60.5 SF
THE D -BOX, AS SHOWN. RECOMMEND
[2(49.5+ 11') x DEEP)]
TWO 6" INSPECTION PORTS WITH
DESIGN CAPACITY:
446 GPD
COVERS JUST BELOW GRADE.
69"
[(542.6 SF + 60.5 SF) X .74
GPD,/SF]
55' REMOVAL
'AREA OF D -BOX SUBTRACTED
DO 5' UNDER AND ALL AROUND RE-
MOVAL DOWN 32" +
120"
ELECTRIC BOX
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
A loyer 10yr 2/2 7.1
loom
y sand
E layer 10yr 4/1
loamy sand
B layer10yr -4/6-- .. ..-_..
loamy sand
4.4
C layer 10yr 6/6
medium sand
observed water
- 1.35
TO MED. SAND. -2•g
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOT 291 8 QUAIL ROAD, WEST YARMOUTH, MA
DECEMBER 20, 2001 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2001 BY R.J. CADILLAC
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