HomeMy WebLinkAbout133.22 - Site Plan (Copy 3)•
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ZONING DISTRICT. R40
REQUIRED YARDS:
FRONT YARDS 30'
SIDE YARDS 20'
PROPOSED STONE
RETAINING WALL
TOP WALL=17.5
IGHPOINT
IN ROAD
=15.5
N /F
__DUFVA
N /F
E.J. CRONIN
N /F
R.F. COOGAN
N /F
M.S.ROCKWELL
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
\ �5.7
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
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TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD
JOB NO. Y03-03
April 10 & 11, 2002
6"
11.6
NOTES
PERFORMED BY:
R.W. Wilcox, Soil Evaluator
Kelly6.dwg
22.2
WITNESSED BY:
1.
LOCUS IS A.M. 133, PARCEL 22.
Ellis Circle
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2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM4.
25"
`D
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY .2, 1992.
NOT TO
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4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
SCALE
Cape Cod Bay lake deposits
W
48"�
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
OTHERS.
Exist. Cast Iron
Invert 16.92
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
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7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
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8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
73 „
1
m
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
cis
Invert 16.55 (34' x 19')
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.
RTE 6A
/
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� 5.4
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION MAP
16.9 16.8
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,
S=1 /4"/ft
Top Peastone Top Peastone
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
TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 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) ELEV.(feet)
y 9.9 ' I Invert 17.17 1500 Gal.
Proposed
.1.2 � EI. 14.7?:
- // Invert 16.72 Invert 16.45
FLOOD ZONE C. 6" Stone or compact Proposed Proposed
• 9.3 k� .FLOOD ZO A (EL 11)
P
SGP�� 7.4 / // / 10' 10' I I N I 2, l
b 4.7 fi m 5
of Coastcl Bok 6' ' DESIGN DATA
71 -WETLANDS SALTMARSH BEDROOMS: 3
-- -- - - - -_ --GARBAGE-GRINDER - - = - - -N-o
/718 N/F REQUIRED CAPACITY: 330 GPD
' 9. \ I! SEPTIC TANK: 1500 GAL.
// 5.6 TOWN OF YARMOUTH ti .�, BOTTOM LEACHING AREA: 646 SF
96// [(34' K 1,9')]
4� SIDE LEACHING AREA: 0 SF
�6.9 NONE
q� J/ DESIGN CAPACITY: 342 GPD
[(646 SF) X .53 GPD/SF]
8.6
6.8
{7.6 FRESH MARSH
f 6.0
5.2
LEGEND
TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER
W PROPOSED WATER SERVICE
x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
8---- PROPOSED CONTOUR
® EXISTING DRAINAGE CATCH BASIN
SCALED LOCATION OF FLOOD
ZONE DIFFERS FROM BASE
FLOOD ELEVATION
REV. 5/14/03 --,RETAINING WALLS & GRADES CHANGED FOR. OLD KINGS HIGHWAY
-----I- 6„
15.8
4 Bottom
EI. 11.8
1' of 1.9' USGS Adjustment
Provided using SDW252
April 02 --Zone A
132"
A layer 10yr 4/4
loamy sand
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 7/4
loamy sand
observed water
C2 layer 2.5y 6/2
fine sand
1115111061
0."1111
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0 A layer 10yr 4/2 15.8
5" loamy sand
B layer 10yr 6/6
loamy sand
C1 layer 2.5y 6/4
loamy sand
observed water
C2 layer 2.5y 6/2
fine sand
Observed Water=10.8
-- _ =- LEACH --ARES - - ----23„
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USE A 43' LONG BY 19' WIDE BY 6" 52i°
DEEP LEACH BED. USE 3--30' LONG
SECTIONS OF PERFORATED PIPE SET 6' 82"
APART ON CENTER, PITCHED AT 1/16"
PER FOOT. CAP ENDS. BED HAS 2' 108"
OF STONE ON ENDS AND 3 1/2' STONE
ON SIDES.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL 132"
DOWN 2't TO LOAMY SAND/C1 LAYER. CALL
HEALTH AGENT TO INSPECT REMOVAL HOLE.
IMPERVIOUS BARRIER
PROVIDE IMPERVIOUS BARRIER, AS SHOWN.
-13.9 -1-
9.0
6.8
W M:j
„tel
\ �5.7
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
\
TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD
TEST HOLE DATE:
April 10 & 11, 2002
6"
11.6
\ `
PERFORMED BY:
R.W. Wilcox, Soil Evaluator
22.2
WITNESSED BY:
Amy Von Hone & Bruce Murphy
\
PERC RATE:
<17'/in. (C1-TH1), <7'/in. (Cl-TH2)
25"
\ 1
Prop. Top Found.
SOIL SURVEY(1993):
Carver loamy coarse sand
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FOUNDATION
DESIGN BY Invert 17.50
GEOLOGIC MAP(1986):
Cape Cod Bay lake deposits
W
48"�
/ 10.41
f
\
OTHERS.
Exist. Cast Iron
Invert 16.92
\
62"
Use Gas Baffle
LEACH FIELD
73 „
1
Invert 16.55 (34' x 19')
17
\
Proposed
/
}
� 5.4
S=3/8"/ft 9" min. -cover
16.9 16.8
/0,67 0
'
I Proposed
S=1 /4"/ft
Top Peastone Top Peastone
y 9.9 ' I Invert 17.17 1500 Gal.
Proposed
.1.2 � EI. 14.7?:
- // Invert 16.72 Invert 16.45
FLOOD ZONE C. 6" Stone or compact Proposed Proposed
• 9.3 k� .FLOOD ZO A (EL 11)
P
SGP�� 7.4 / // / 10' 10' I I N I 2, l
b 4.7 fi m 5
of Coastcl Bok 6' ' DESIGN DATA
71 -WETLANDS SALTMARSH BEDROOMS: 3
-- -- - - - -_ --GARBAGE-GRINDER - - = - - -N-o
/718 N/F REQUIRED CAPACITY: 330 GPD
' 9. \ I! SEPTIC TANK: 1500 GAL.
// 5.6 TOWN OF YARMOUTH ti .�, BOTTOM LEACHING AREA: 646 SF
96// [(34' K 1,9')]
4� SIDE LEACHING AREA: 0 SF
�6.9 NONE
q� J/ DESIGN CAPACITY: 342 GPD
[(646 SF) X .53 GPD/SF]
8.6
6.8
{7.6 FRESH MARSH
f 6.0
5.2
LEGEND
TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER
W PROPOSED WATER SERVICE
x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
8---- PROPOSED CONTOUR
® EXISTING DRAINAGE CATCH BASIN
SCALED LOCATION OF FLOOD
ZONE DIFFERS FROM BASE
FLOOD ELEVATION
REV. 5/14/03 --,RETAINING WALLS & GRADES CHANGED FOR. OLD KINGS HIGHWAY
-----I- 6„
15.8
4 Bottom
EI. 11.8
1' of 1.9' USGS Adjustment
Provided using SDW252
April 02 --Zone A
132"
A layer 10yr 4/4
loamy sand
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 7/4
loamy sand
observed water
C2 layer 2.5y 6/2
fine sand
1115111061
0."1111
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0 A layer 10yr 4/2 15.8
5" loamy sand
B layer 10yr 6/6
loamy sand
C1 layer 2.5y 6/4
loamy sand
observed water
C2 layer 2.5y 6/2
fine sand
Observed Water=10.8
-- _ =- LEACH --ARES - - ----23„
U
L
USE A 43' LONG BY 19' WIDE BY 6" 52i°
DEEP LEACH BED. USE 3--30' LONG
SECTIONS OF PERFORATED PIPE SET 6' 82"
APART ON CENTER, PITCHED AT 1/16"
PER FOOT. CAP ENDS. BED HAS 2' 108"
OF STONE ON ENDS AND 3 1/2' STONE
ON SIDES.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL 132"
DOWN 2't TO LOAMY SAND/C1 LAYER. CALL
HEALTH AGENT TO INSPECT REMOVAL HOLE.
IMPERVIOUS BARRIER
PROVIDE IMPERVIOUS BARRIER, AS SHOWN.
-13.9 -1-
9.0
6.8
W M:j
„tel
1
�
C3
SITE PLAN J'
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS -7,AN ORIGINAL RED STAMP AND SIGNATURE. PAUL KELLYY
,� o I:�t�OF�� s LOT 241 40 ELLIS CIRCLE YARMOUTHPORT MA
R S9C , �c`P S9C
RAVD�°��A � APRIL 3, 2003 SCALE: 1 "=30'
o J a JI S m` J. VI a
# 1060 r> #35779
�FGSTER� y0
�SS\0 OQ
�5fRONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE(508) 775-9700 PAGE 1 OF 1
2003 BY R.J.
C CADILLAC