Decision 3562 - Site PlanN
C14 .4
•9.7� /� 9
` `� / Goncbound
9.5 set
A& 25
F- O N
x 9.4 .9
9.2
X91 \ 9.3 LOT
TOTAL AREA
M N:
P
Q
TEST HOLE LOCATION, NUMBER
-W-
NOTES
-P W-
G
TO MEET TITLE 5 AND LOCAL REGULATIONS,
EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT)
0
1.
LOCUS IS A.M. 26, PARCEL 3.
PROPOSED CONTOUR
toN/F
UTILITY POLE (IF SHOWN)
2,
ELEVATIONS SHOWN ARE NGVD29 BASED UPON RMI28.
10"
16"
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
3.
LOCUS IS IIN FLOOD ZONE A9(EL 10) ON FIRM DATED JULY 2, 1992.
NOTED)
Gto�e
HIGHPOINT IN
ROAD=9.9
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
LOCUS IS 1N AN R-25 ZONING DISTRICT,
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
AND APPEARS
SUBJECT TO CONSTRUCTION
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
FOR EQUAL FLOW
utir
YARDS OF:
8.
IF TWO OR MORE LINES, WATER TEST D -BOX
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
% 'S FRONT YARD
30'
�
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
15'
.
COVERS TO WITHIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
NOT TO
SCALE
stake set SIDE YARD BUILD U
REAR YARD 20' ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCA
9.4 ACTUAL ZONING DETERMINATIONS MUST TION
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
BE MADE N TOWN ZONING IONSOFFIL. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J, CADILLAC. ER LEACHING TEST HOLE 1
stake set 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UND
9.4 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15,255(3).
1 04 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
y LEACH AREA AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
:•
9.0
7
N //r stake set,
HOWIE ///
NOTE: EXISITNG HOUSE &
GARAGE, SHOWN LIGHTLY
SHADED, ARE TO BE RE-
MOVED OR DEMOLISHED.
,
0
9.
x 9.3
N� 14.3
PERC RATE: <2'-00"/inch (C layer)
LOP ua �. Canbound RICH
Proposed Top Found. SOIL SURVEY(1993): Carver coarse sand
0. /
9.2 Invert 10.57
38"
p S /found GEOLOGIC MAP(1986): Harwich outwash plain deposits
r
F Invert
� x 9 6 Proposed Use GassBaffle 2 DRY WELLS 64'�
9.
1
. 4
Invert 9.70
Proposed
min. cover 10.0
S=3/8"/ftS=1/8"/ft min. TOP PEA STONE 92"
stake set I Invert 10.27 2000 Gal. _ _
128
9.2 9.4 BENCH MARK --TOP' PK NAIL SET Proposed 24
- - -
IN PAVEMENT = 8.27 NGVD29 I T '
(7" off edge pavement & in range
of side of house no. 40) !Invert 9.87 Invert 9.50 7.5
�$ Use 6" Stone under Proposed Proposed 5'0 Bottom
9.3 I I I I" I 10' I EL. 2.5 NGVD29)
stake set --10' 5 I _ 1F-26
ro 1.0' Adjustment Provided
\ " 9. <Site is within 300' of
Conc. bound DESIGN DATA N n2acket Sound
found
BEDROOMS: 4
GARBAGE GRINDER: No
.9 / / REQUIRED CAPACITY: 440 GPD
SEPTIC TANK: 2000 GAL.
/
?BOTTOM LEACHING AREA: 423.4 SF
9 0� / " 2 7 / x 8.2 [(33' X 12.83')]
4 / �� / SIDE LEACHING AREA: 183.3 SF
9.2 i / / 8,2 [2(12.83'+ 33') X 2' DEEP)]
NN. Nye / / DESIGN CAPACITY: 448 GPD
N° 1 / �1 [(423.4 SF + 183.3 SF) X .74 GPD/SF]
9.2 66//
9. 5
x 9.2 /% = 7 7
9. PROPOSED BUILDING COVERAGE
HOUSE (SHADED) 1824 S.F.
" 8,5!7'7 01 �// DECKS & PORCH 309 S.F.
CHIMNEY & STEPS 47 S.F.
Conc. boundset-'7.6. 7.6 // TOTAL 2180 S.F.
11 1' %TOTAL LOT AREA= 12.8%
-' 7.6
TH 1
Q
TEST HOLE LOCATION, NUMBER
-W-
x 9.4
-P W-
14. ALL CONSTRUCTION
TO MEET TITLE 5 AND LOCAL REGULATIONS,
EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT)
0
17r1' 100±.�
9 3
_8-
PROPOSED CONTOUR
toN/F
UTILITY POLE (IF SHOWN)
TEST HOLE DATE: July 28, 1999
PERFORMED BY: Ron Cadillac,
WITNESSED BY: Kelda Welsh,
Soil Evaluator
I'nspector
10"
16"
:•
9.0
7
N //r stake set,
HOWIE ///
NOTE: EXISITNG HOUSE &
GARAGE, SHOWN LIGHTLY
SHADED, ARE TO BE RE-
MOVED OR DEMOLISHED.
,
0
9.
x 9.3
N� 14.3
PERC RATE: <2'-00"/inch (C layer)
LOP ua �. Canbound RICH
Proposed Top Found. SOIL SURVEY(1993): Carver coarse sand
0. /
9.2 Invert 10.57
38"
p S /found GEOLOGIC MAP(1986): Harwich outwash plain deposits
r
F Invert
� x 9 6 Proposed Use GassBaffle 2 DRY WELLS 64'�
9.
1
. 4
Invert 9.70
Proposed
min. cover 10.0
S=3/8"/ftS=1/8"/ft min. TOP PEA STONE 92"
stake set I Invert 10.27 2000 Gal. _ _
128
9.2 9.4 BENCH MARK --TOP' PK NAIL SET Proposed 24
- - -
IN PAVEMENT = 8.27 NGVD29 I T '
(7" off edge pavement & in range
of side of house no. 40) !Invert 9.87 Invert 9.50 7.5
�$ Use 6" Stone under Proposed Proposed 5'0 Bottom
9.3 I I I I" I 10' I EL. 2.5 NGVD29)
stake set --10' 5 I _ 1F-26
ro 1.0' Adjustment Provided
\ " 9. <Site is within 300' of
Conc. bound DESIGN DATA N n2acket Sound
found
BEDROOMS: 4
GARBAGE GRINDER: No
.9 / / REQUIRED CAPACITY: 440 GPD
SEPTIC TANK: 2000 GAL.
/
?BOTTOM LEACHING AREA: 423.4 SF
9 0� / " 2 7 / x 8.2 [(33' X 12.83')]
4 / �� / SIDE LEACHING AREA: 183.3 SF
9.2 i / / 8,2 [2(12.83'+ 33') X 2' DEEP)]
NN. Nye / / DESIGN CAPACITY: 448 GPD
N° 1 / �1 [(423.4 SF + 183.3 SF) X .74 GPD/SF]
9.2 66//
9. 5
x 9.2 /% = 7 7
9. PROPOSED BUILDING COVERAGE
HOUSE (SHADED) 1824 S.F.
" 8,5!7'7 01 �// DECKS & PORCH 309 S.F.
CHIMNEY & STEPS 47 S.F.
Conc. boundset-'7.6. 7.6 // TOTAL 2180 S.F.
11 1' %TOTAL LOT AREA= 12.8%
-' 7.6
TH 1
Q
TEST HOLE LOCATION, NUMBER
-W-
EXISTING WATER LINE MARKINGS
-P W-
PROPOSED WATER SERVICE
. 9.5 .11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARK'S POINT)
/-6---
EXISTING CONTOUR
_8-
PROPOSED CONTOUR
rp
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
❑
EXISTING DRAINAGE CATCHBASIN
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
(F) /'B/qq
;HEALTH AGENT APPROVAL
DATE
a
OBSERVED WATER=1.5 (I
LEACH AREA
USE 2 SHOREY DRY WELLS, OR
EQUAL, SET 8' APART WITH V OF
STONE ALL AROUND FOR A 33' BY
12'-10" BY 2' DEEP LEACH AREA,
REMOVAL
DO 5' ALL .AROUND REMOVAL
DOWN 38"t TO MEDIUM SAND.
SITE PLAN
FOR
ELEV.(feet) I
9.15
Fill
E layer 10yr 7/1
loamy sand
B layer 10yr 4/4
loamy sand
C layer 2.5y 5/6
medium sand
observed water
ELZEAR & PATRICIA ROY
LOTS 19 & 209 36 SHORE SIDE DRIVE
SOUTH YARMOUTH, MA
AUGUST 18, 1999 SCALE: 1 "=20'
6.0
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1
1999 BY R.J. CADILLAC