HomeMy WebLinkAbout32.33 - Site Plan (Copy 2)YS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
TITLE NOTE: LOCUS DEED APPEARS TO CONTAIN A TYPOGRAPHICAL ERROR.
a DEED CALLS FOR LOCUS BEING LOT 43, THEN DESCRIBES DIMENSIONS OF
LOT 48. LOCUS SHOWN IS LOT 48, WHICH ASSESSORS IDENTIFY AS LOCUS.
WE RECOMMEND YOU TALK WITH YOUR ATTORNEY ABOUT CORRECTING DEED.
0
0
m REFERENCE DEEDS: 24065/283, 1349/708
a
J
o_
LOT 42
HIGHPOINT IN
ROAD=21.7
100.00'
LOT 43
6500±S.F.
M's
37
21.7
EIA
VE
30.71
212
Y0.4
BENCH MARK --MAG NAIL SET
IN PAVEMENT=20.00 ASSIGNED
M OFF EDGE PAVEMENT ON RANGE UW HOUSE 42)
5' REMOVAL MAY BE NEEDED
/ (SEE NOTE)
20.00
\1984.
. 20.4
Y6U . O
19.5
-09-28
q�
TEST HOLE LOCATION, NUMBER
20.91212
1.6 TH 1
I
L
t EI.4
�iS
I
1
LOT 48 C
I '
,
9196tS.F.,
2.
ELEVATIONS SHOWN ARE ASSIGNED.
L 12121
TH 2
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
.....
10
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED)
a
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
NOT TO o
37
21.7
EIA
VE
30.71
212
Y0.4
BENCH MARK --MAG NAIL SET
IN PAVEMENT=20.00 ASSIGNED
M OFF EDGE PAVEMENT ON RANGE UW HOUSE 42)
5' REMOVAL MAY BE NEEDED
/ (SEE NOTE)
20.00
\1984.
. 20.4
Y6U . O
19.5
0
TEST HOLE DATE: August 27, 2009 2"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector 6"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 24"
23.7 Min. Invert 20.22 GEOLOGIC MAP(1986): Harwich outwash plain deposits
Proposed 3 FLOWDIFFUSORS
Prop. Top Found.
Invert 19.75
Use Gas Baffle H-20
H-10 Invert 19.48
Top Conc =19.9
EXISTING WATER
SERVICE -PROPOSED
IN SAME LOCATION
®18.%
1
I
Y9.J .... 19.7
N
6 lj
�s8
. 2I.7 lye
OV ryh
6�
s3g� ,6
co/c,
DIRT DRIVE c .22
N /F
WITHERS
LOT 52
-09-28
q�
TEST HOLE LOCATION, NUMBER
NOTES DeGirolamo.dwg
°s
-G-
GAS LINE MARKINGS
o
R°
1.
LOCUS IS A.M. 32, PARCEL 33.
a
2.
ELEVATIONS SHOWN ARE ASSIGNED.
�a
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
a
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED)
a
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
NOT TO o
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
SCALE
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
3
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
RTE 28
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
5' 17.7
6" Stone or
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
Proposed Proposed $,
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
- 7 - I
�- 5
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVER DIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
ar 16'
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
Moshpee 29 Zone B
August 2009
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
14.
ALL CONSTRUCnON TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
TEST HOLE DATE: August 27, 2009 2"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector 6"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 24"
23.7 Min. Invert 20.22 GEOLOGIC MAP(1986): Harwich outwash plain deposits
Proposed 3 FLOWDIFFUSORS
Prop. Top Found.
Invert 19.75
Use Gas Baffle H-20
H-10 Invert 19.48
Top Conc =19.9
EXISTING WATER
SERVICE -PROPOSED
IN SAME LOCATION
®18.%
1
I
Y9.J .... 19.7
N
6 lj
�s8
. 2I.7 lye
OV ryh
6�
s3g� ,6
co/c,
DIRT DRIVE c .22
N /F
WITHERS
LOT 52
t93
1932
El 11.04
BENCH MARK --TOP WOOD STAKE
SET FLUSH=20.97 ASSIGNED
(13'-9' OF NEAR CORN. EXISTING HOUSE)
� oo- •rl%
N/F
VIGNEAU
LOT 49
EXISTING HOUSE (SHOWN SHADED)
TO BE REMOVED
FILL EXISTING CESSPOOL
9' min. cover
S=1/4"/f{
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
- -''- -
WATER LINE MARKINGS
-G-
GAS LINE MARKINGS
9.5 x8,7
EXISTING & PROPOSED ELEVATIONS (')( MARKS POINT)
6-�
EXISTING CONTOUR
-8--
PROPOSED CONTOUR
0
UTILITY POLE (IF jHOWN)
0
EXISTING DRAINAGL CATCH BASIN
- X -
FENCE (IF SHOWN; NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 11/17/10
--PROPOSED HO(
JSE FOOTPRINT & SEPTIC
t93
1932
El 11.04
BENCH MARK --TOP WOOD STAKE
SET FLUSH=20.97 ASSIGNED
(13'-9' OF NEAR CORN. EXISTING HOUSE)
� oo- •rl%
N/F
VIGNEAU
LOT 49
EXISTING HOUSE (SHOWN SHADED)
TO BE REMOVED
FILL EXISTING CESSPOOL
9' min. cover
S=1/4"/f{
Proposed
H-20
Top Peastone Filter Cloth=19.7
GARBAGE GRINDER:
No
S=1/8"/ft
330
GPD
SEPTIC TANK:
Proposed
min.
BOTTOM LEACHING AREA:
S=1/8"/ft
SF
Invert 20.00
1500 Gal.
SIDE LEACHING AREA:
144.2SF
in.
[2(8.5'+ 36') X 1.62' DEEP)]
Proposed
Septic Tank
333
GPD
[(360 SF + 88.3 SF) X .74 GPD/SF1
19 1/2"
Invert 19.65 Invert 19.32
5' 17.7
6" Stone or
compact
Proposed Proposed $,
Bottom
11'
- 7 - I
�- 5
HGw= 12.7
ar 16'
3.0' USGS Adjustment
DESIGN
DATA
<
m
Moshpee 29 Zone B
August 2009
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY.,
330
GPD
SEPTIC TANK:
1500
GAL.
BOTTOM LEACHING AREA:
306
SF
[(36' X 8.5')]
SIDE LEACHING AREA:
144.2SF
[2(8.5'+ 36') X 1.62' DEEP)]
DESIGN CAPACITY:
333
GPD
[(360 SF + 88.3 SF) X .74 GPD/SF1
Y'srmauth Health Department
APPROVED
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPRO\SAL
Observed Water=9.7
fl1l1a/_T*WzW_U42r1
USE 3 FLOWDIFFUSORS SET 3' APART
WITH 3' OF STONE ON THE ENDS, 8" OF
STONE UNDER, AND 2 1/4' OF STONE ON
THE SIDES FOR A 36' X 8.5' X 19 1/2"
DEEP LEACH AREA.
5' REMOVAL
DO 5' ALL AROUND REMOVAL DOWN 3't
TO MEDIUM SAND.
130"
132"
0 layer
A/E layer 10yr 5/1
loamy sand
B layer 10yr 4/6
loamy sand
C layer 2.5y 6/6
medium sand
9.7
9.6
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0 0 layer 21.6
2"
A/E layer 10yr 5/1
loamy sand
9"
B layer 10yr 4/6
loamy sand
35" 18.7
C layer 2.5y 6/6
medium sand
120"
11.6
- SITE PLAN \ `"
Cq
FOR
J. GREGORY & ELENA DEGIROLAMO
LOT 489 41 AMOS ROAD, WEST YARMOUTH, MA
NOVEMBER 19, 2009 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE O2009 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
C
FIDE C(3F�`