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BENCH MARK --TOP WOOD STAKE
SET FLUSH = 31.15 ASSIGNED
BENCH MARK--S.E. CORNER OF
BULKHEAD = 32.13 ASSIGNED
x 30.4
BATH
KIT.
BDRM
I
BDRM IBATH
x 30.7
2
3
cr
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x 31.1
LO
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- 317
9.6 3\
Ns -"31,1 5' 1.0 30,8 2
LVRM I GAR.
FLOOR PLAN
NOT TO SCALE
32.3f
Top Foundation
•
JOB NO. Y-09-23
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NOTES Edwards.dwg
TEST HOLE DATE:
July 29, 2009
WATER LINE MARKINGS
N
1.
LOCUS IS A.M. 69, PARCEL 201..
12"
2.
ELEVATIONS SHOWN ARE ASSIGNED.
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3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
PERC RATE:
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
�ot�o rn
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
�e
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Harwich outw ish plain deposits
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
\tea �oL4 od
8:
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
�°�1°°
Invert 28.30
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
��o
NOT TO
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIGED.
SCALE
9" min. cover
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -MOX, 1 ON LEACHING
35 X 11
10.
STONE TO BE' DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2'1, PEA STONE ON TOP.LOCATION
MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUN ),
SIDE LEACHING AREA:
Inspection Port
-�r�
_____
10 1 14"
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
1/4" LEACH AREA.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AN ) UNDER LEACHING
[2(11'+ 35') X 0.85' DEEP)]
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, 3LOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
14
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
�
•
LEGEND
\
0
TEST HOLE LOCATION, NUMBER
TEST HOLE DATE:
July 29, 2009
WATER LINE MARKINGS
NO GRADE CHANGES
PERFORMED BY:
Ron Cadillac, `3oil Evaluator
12"
x 9.5 x8,7
WITNESSED BY.
Amy Von Hon;, RS, CHO
_ ,g ----- - _ __~_CAUTION:
ARE PROPOSED
PERC RATE:
<2'-00"/inchl (C layer)
Exct
�W
SOIL SURVEY(1993):
Carver coarse sand
28"
30 GPD
GEOLOGIC MAP(1986):
Harwich outw ish plain deposits
a
SURVEY, AND NOT A PROPERTY
SEPTIC TANK:
50"
USE 5 HIGH CAP,4CITY INFILTRATORS
Invert 28.30
5 HIGH CAP) CITY INFILTRATORS
BOTTOM LEACHING AREA:
385 SF
Use Gas Baffle Ir
Proposed Invert 27.80
Top uni, =28.3
9" min. cover
Proposed
Filter C oth/Peastone
35 X 11
Proposed
S=1 /8"/ft
3" Max.
TH 1 �� ,
Invert 28.55 1500 Gal.
Existing PVC Septic Tank
SIDE LEACHING AREA:
Inspection Port
-�r�
_____
10 1 14"
132"
30.5
28.2
N F (Low pipe) T 19.5
/ 26.95
BRYSON Invert 27.97 Invert 27.80Bottom
6" Stone or compact Proposed Proposed i 7.45'
TNI 1
Bott )m TH1=19.5
N /F
WHITTEMORE
LEGEND
\
DESIGN DATA
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x8,7
EXISTING & PROPOSED ELEVATIONS ('X'
Ir''' �-�
_ ,g ----- - _ __~_CAUTION:
EXISTING CONTOUR
BEDROOMS:
GARBAGE GRINDER:-~---f :
3
i-DISGONNE� .-
Exct
�W
� �
THIS IS A SITE PLAN
REQUIRED CAPACITY:
30 GPD
EXISTING DRAINAGE CATCH BASIN
x -
SURVEY, AND NOT A PROPERTY
SEPTIC TANK:
1500 GAL.
USE 5 HIGH CAP,4CITY INFILTRATORS
�,�
LINE SURVEY BY THIS OFFICE.
BOTTOM LEACHING AREA:
385 SF
WITH APPROX. 2' OF STONE ON ENDS3ov
\ �$
LOT LINES SHOWN ARE APPROX-
35 X 11
AND 4' OF STON __ ON SIDES TO MAKE
TH 1 �� ,
(MATE.
SIDE LEACHING AREA:
78.2 SF
AN 11'X 35'X 10
1/4" LEACH AREA.
x 30.8
[2(11'+ 35') X 0.85' DEEP)]
DESIGN CAPACITY:
342 GPD
�
[(385 SF + 78.2 SF) X .74 GPD/SF]
x
30,2
LOT 9 x 30.6
202460±S.F.
x 30.2
N /F
WHITTEMORE
TREE (IF SHOWN, NOT ALL SHOWN)
M
N /F
• pLP HE�� CI SAR
N
102?�
N /F
WOOD THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
`- I i I,_,
HEALTH AGENT APPROVAL
DATE
rtifl.. a
A1C
SITE PLS N
FOR
ROGER G. & ELAINE= S. EDWARDS!
LOT 9 88 INDIAN MEMORIAL DRIVE S. YARMOUTH MA
AUGUST 4 2009 )SCALE: 1"=20'
RONALD J. CADILLAC; PLS, RS, P.C. AUG) 0! 7009
PROFESSIONAL LAND SURVEYOR &I REGISTERED SANITARIAN HEALTV DEPT.
P.O. BOX 2: 8
WEST YARMOUTH, til A 02673
nC 2009 BY R.J. CADILLAC (508) 775-9100 PAGE 1 OF 1
LEGEND
\
r TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x8,7
EXISTING & PROPOSED ELEVATIONS ('X'
MARKS POINT)
�,-'6---
EXISTING CONTOUR
--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
M
N /F
• pLP HE�� CI SAR
N
102?�
N /F
WOOD THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
`- I i I,_,
HEALTH AGENT APPROVAL
DATE
rtifl.. a
A1C
SITE PLS N
FOR
ROGER G. & ELAINE= S. EDWARDS!
LOT 9 88 INDIAN MEMORIAL DRIVE S. YARMOUTH MA
AUGUST 4 2009 )SCALE: 1"=20'
RONALD J. CADILLAC; PLS, RS, P.C. AUG) 0! 7009
PROFESSIONAL LAND SURVEYOR &I REGISTERED SANITARIAN HEALTV DEPT.
P.O. BOX 2: 8
WEST YARMOUTH, til A 02673
nC 2009 BY R.J. CADILLAC (508) 775-9100 PAGE 1 OF 1