HomeMy WebLinkAbout81 Pointsettia Drive Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
N/F
HANDCOCK
POINSETTIA
DRIVE
-----"'-31-,x= ----
N 86'26'12" W - - - -'`3120
31.6 115.85'. 31.03 1 ,
324 n
32,4 ' f� 3� \
30 30,942
• 32.2 \�-. 32.7 fit- I
Electric Meter
31.8 (Underground 326 '\k 32.6 LOT 52
Electric) x 32'6
�a • 32.2 172 200± S. F.
C 32.5
CO _
1C�
ST/ 00 --...J
........ 316 a.�
.327 326 6 N� tiQ CO M I
vvvvlJJJ`J <32.5 OSe'� , �SF 31 -4-
MI Lj
N/F PROPOSEDECK 322 32.6 '. �t 332 O 30,E
BABIN 1°` :.. 32.5 z I
xr� 06 32.9 I ! ^
� I V
R A 31.38/ 31,73' 31.4
�1.412
, )
✓� ID
30,04
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1,6,1 i 31.2 TpgR
o i TH i/file/f N
1.2 '1
- 30,8 '� �-J 1,0 'Q
1.3 -
BENCH MARK --TOP OF WOODEN 1 S 6 142 64,
STAKE = 31.38 ASSIGNED 50,8 69 64,
x 31,2
(35-10" OFF NEAR Ill CORNER) >c
N/F
DOHERTY 30.5
31,2 30,5
31.1
LEGEND
O TH 1 TEST HOLE LOCATION, NUMBER
-W- WATER LINE (FROM ASBUILT)
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
-G- GAS LINE MARKINGS
x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
1J UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN)
} TREE (IF SHOWN, NOT ALL SHOWN)
REV. 5/04/05 --ELIMINATE 4 BEDROOM OPTION
30
''3 9 M f
x 113 I�
S # 29,65
29,34
2
/® 28,87
LEACH AR A, AND
Y
DISPOSE OF AS DIRE TED BHEALTH AGENT.
NOTES
(inches) ELEV.(feet)
14. ALL CONSTRUCTION
TO MEET TITLE 5 AND LOCAL REGULATIONS.
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w
1.
LOCUS IS A -M. 89, PARCEL 63.
31.1
`a
2.
ELEVATIONS SHOWN ARE ASSIGNED.
6
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
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a
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
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5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
c000
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
rf ° 07
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
of%� °
a
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
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COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 1 ON LEACHING
SNOT CALE
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,
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).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
E C
LEACH AR A, AND
Y
DISPOSE OF AS DIRE TED BHEALTH AGENT.
DEPTH
(inches) ELEV.(feet)
14. ALL CONSTRUCTION
TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
31.1
3"
NO GRADE CHANGES
ARE PROPOSED
33.85±
Top Found.
TEST HOLE DATE.
PERFORMED BY:
WITNESSED BY:
PERC RATE:
SOIL SURVEY(1993):
GEOLOGIC MAP(1986):
Existing
Invert 30.87 I 1000 Gal.,
Proposed I Septic Tank
6" Stone or
DESIGN DATA
Invert 30.67
April 14, 2003
Ron Cadillac, Soil Evaluator
Susan Rask, RS
<2'-00"/inch (C layer)
Carver coarse sand
Harwich outwash plain deposits
.Ise Gas Baffle 2 DRY WELLS
Invert 28.18
Proposed Top Conc.= 28.8
7/8"/ft Top Peastone=28.5
S=3 /ft
---------- 24"
vert 28.35/ Invert 28.00 /
iroposed
Proposed
32�6, I I_1
CID
5.9' lBottom
TH1=20.1
12"
36"
0
56"°
132"
BEDROOMS: 3 "
GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 2 DRY WELLS WITH APPROX. 4' OF
BOTTOM LEACHING AREA: 325 SF STONE ALL AROUND TO MAKE A 25' BY
[(25' X 13')] 13' WIDE BY 2' DEEP LEACH AREA.
SIDE LEACHING AREA: 152 SF
[2(13'+ 25') X 2' DEEP)]
DESIGN CAPACITY: 352 GPD
[(325 SF + 152 SF) X .74 GPD/SF]
BENCH BARK --TOP OF MAG.
NAIL= 30.00 ASSIGNED
® 28.79
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
LEE R.
0 layer
E layer 10yr 4/3
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
fine sand
no water
SITE PLAN
FOR
& GERALDINE SCOTT
LOT 529 81 POINSETTIA DRIVE, SO. YARMOUTH, MA
APRIL 15, 2005 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE 02005 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
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