HomeMy WebLinkAbout83-1576 - Site Plan002I
N /F
FREEMAN
RECOMMEND TWO 6"
INSPECTION PORTS
WITH COVERS.
6.
BELIEVED TO BE
OLD TH2 10/20/99
WATER @ 1.4±
BENCH MARK --TOP & CENTER OF
WOOD STAKE= 7.60 NGVD29
C.B. FIND ' 7.3
• 7.3
N /F
EFSTATHIOU
7.6
S 77'31'40, E
7.60
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
• 6.8
SII
1
l
6.7h
ELECTRIC BOX 6
•-6_71 _j
6.3
PROPOSED 6/
4
Top FO WELLl I SOf?OOM
11.3
1,
s.s
'31'40' W
53
U _Q_��L � x 4.7
41
///6.26���
• 6.42/�J O ^ ELECTRIC BOX
HIGH POINT=6.8 �
6.20
7W.0F
K--TOP SPIKE SET
THIS IS A VALID COPY ONLY IF IT BEARS
T = 6.42 NGVD29 AN ORIGINAL RED STAMP AND SIGNATURE.
CE LINE REAR OF HOUSE 5)
w
- 5.
x 8,8
5.6
n 4.8
h
C.B. FND- 6.7
JOO NO. Y01-49
NOTES 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.
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
5.9
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
T 6„ 120" I I -3.3
Invert 8.47 Invert 8.30 7.8
6" Stone Or compact Proposed Proposed 5.0' Bottom Level 'JEST HOLE 2
f N EI. 2.8 NGVD29
�-- 10 � �- 8 I I cn �0 DEPTH (inches) ELEV.(feet)
1 45' Ad'ustment Pr vid d
LEGEND
o e
13 within 300
0
0
PROPOSED WATER SERVICE
of sal
< of salt water
CD
TEST HOLE DATE:
October 23, 2001
6"
12.75
EXISTING CONTOUR
PERFORMED BY:
Ron Cadillac, Soil Evaluator
LEACH AREA
Prop. Top House slab
GARBAGE GRINDER: _._
WITNESSED BY:
Charlotte Stiefiel, RS
ru HADDAD REQUIRED CAPACITY:
440 GPD
PERC RATE:
<2'-00"/inch (C layer)
SEPTIC TANK:
12'5
4' OF STONE ON THE SIDES, AND 2'
SOIL SURVEY(1993):
Carver coarse sand
30"
Prop. Top Foundation
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
542.6 SF
A 6'-6" SPACE IN THE CENTER FOR
[49.5' X tt'] - 1.9 S.F.'
U
d6.1
Invert 9.20
SIDE LEACHING AREA:
Invert 8.65
TWO 6" INSPECTION PORTS WITH
48" a m
Proposed
Use Gas Baffle
Invert 8.30 6 CONTACTOR 10O'S
DESIGN CAPACITY:
446 GPD
69"
Proposed
GPD/SF]
S=3/8"/ft
12" cover
'AREA OF D -BOX SUBTRACTED
8.8
120"
67"
Prop.
S=1/4"/ft+
TOP PEA STONE
Invert 8.90
Proposed
2000 Gal.
Septic Tank
-�
5.9
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
T 6„ 120" I I -3.3
Invert 8.47 Invert 8.30 7.8
6" Stone Or compact Proposed Proposed 5.0' Bottom Level 'JEST HOLE 2
f N EI. 2.8 NGVD29
�-- 10 � �- 8 I I cn �0 DEPTH (inches) ELEV.(feet)
1 45' Ad'ustment Pr vid d
HEALTH AGENT APPROVAL
DATE
A layer10yr 2/2 7.1
loamy sand
E layer 10yr 4/1
loamy sand
B layer 10yr 4/6 -
loamy .sand
4.4
C layer 10yr 6/6
medium sand
observed water
- 1.35
29
MOVAL DOWN 32 ± TO MED. SAND. -
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOT 29, 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
PAGE 1 OF 1
LEGEND
o e
13 within 300
0
DESIGN DATA
PROPOSED WATER SERVICE
of sal
< of salt water
CD
4'•
9.5 v 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
OBSERVED WATER=1.35
EXISTING CONTOUR
ti
N/F BEDROOMS:
4 -
LEACH AREA
9"
GARBAGE GRINDER: _._
No
ru HADDAD REQUIRED CAPACITY:
440 GPD
USE 6 CONTACTOR 100'S SET WITH
32"
SEPTIC TANK:
1500 GAL.
4' OF STONE ON THE SIDES, AND 2'
OF STONE ON THE ENDS, AND WITH
BOTTOM LEACHING AREA:
542.6 SF
A 6'-6" SPACE IN THE CENTER FOR
[49.5' X tt'] - 1.9 S.F.'
THE D -BOX, AS SHOWN. RECOMMEND
SIDE LEACHING AREA:
60.5 SF
TWO 6" INSPECTION PORTS WITH
+ [2(49.5'+ 11') x 0.5' DEEP)]
COVERS JUST BELOW GRADE.
DESIGN CAPACITY:
446 GPD
69"
[(542.6 SF + 60.5 SF) X .74
GPD/SF]
5' REMOVAL
'AREA OF D -BOX SUBTRACTED
DO 5' UNDER AND ALL AROUND RE -
120"
HEALTH AGENT APPROVAL
DATE
A layer10yr 2/2 7.1
loamy sand
E layer 10yr 4/1
loamy sand
B layer 10yr 4/6 -
loamy .sand
4.4
C layer 10yr 6/6
medium sand
observed water
- 1.35
29
MOVAL DOWN 32 ± TO MED. SAND. -
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOT 29, 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
PAGE 1 OF 1
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
-W-
PROPOSED WATER SERVICE
-E-
UNDERGROUND ELECTRIC MARKINGS
9.5 v 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�-6
EXISTING CONTOUR
____gam-
PROPOSED CONTOUR
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH AGENT APPROVAL
DATE
A layer10yr 2/2 7.1
loamy sand
E layer 10yr 4/1
loamy sand
B layer 10yr 4/6 -
loamy .sand
4.4
C layer 10yr 6/6
medium sand
observed water
- 1.35
29
MOVAL DOWN 32 ± TO MED. SAND. -
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOT 29, 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
PAGE 1 OF 1