36 Shoreside Drive - Site PlanI NOTES
\ L\Shore
N aCLOCUS IS A.M. 26, PARCEL 3.
9.4 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM28. NOT TO
N To
E a0�� 3. LOCUS IS IN FLOOD ZONE A9(EL 10) ON FIRM DATED JULY 2, 1992. J �HIGHPOINT IN ROAD=9.9 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) ai 9'6 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
97LOCUS IS IN AN R-25 ZONING DISTRICT, 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.og 9 AND APPEARS SUBJECT TO CONSTRUCTION 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14'. Dr.YARDS OF: 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW4
0` \�
9.5
5 Conc. bound g 5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
S v FRONT YARD 30' 9, DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
O 5 6A625 6 set stake set SIDE YARD 15' BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. - Nantucket Sound
6 O REAR YARD 20' ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
A . . 5 x 9.4 10 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN 1/8 TO 1/2" PEASTONE ON TOP I LOCATION MAP
g 4
LEGEND
TEST HOLE LOCATION, NUMBER
ACTUAL ZONING DETERMINATIONS MUST
EXISTING WATER LINE MA
KINGS
9
PROPOSED WATER SERVICE
BE MADE BY TOWN ZONING OFFICAL.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
,,-6 _�
EXISTING CONTOUR
stake set
PROPOSED CONTOUR
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
9.2
UTILITY POLE (IF SHOWN)
. 9.4
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
1 \
9.3
L 0 T
BASIN
. 9.4
9
FENCE (IF SHOWN, NOT ALL
13.
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
\ [n
\
. g 4
14
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
7 N\ \
TOTAL AREA 17,100-+ �.�1. TEST HOLE DATE: July 28, 1999 0
PERFORMED BY: Ron Cadillac, Soil Evaluator
10
1.
Conc. bound 9 9'�\ 4 CP 9.3
mt 9� sNj N/� 13.0 WITNESSED BY: Kelda Welsh, Inspector t6"
\ \ 15 a \ O u'_ Conc. bound RICH Proposed Top Slab PERC RATE: <2'-00"/inch (C layer)
cP SOIL SURVEY 1993 Carver coarse sand
4
-1-0 a 1/- NO �� e x 8.g �0 x 9.2 00_ s _/found GEOLOGIC MAP(1986): Harwich outwash plain deposits 38^
Jj 3 eta !. 1 �% Invert 10.37 a
. 11 0 9.1 / Pro osed Invert 9.92
r \ x 9.6 P
\ \ i 9.2 9.0 / X Use Gas Baffle Invert 9.70 2 DRY WELLS 64^a
TH 1 / 9.
.�: �:� / Proposed
1 . . 18 S=1/4"/ft Use 6" cover 10.0
N/F
HOWE
S
stake set
NOTE: EXISITNG HOUSE &
GARAGE, SHOWN LIGHTLY
SHADED, ARE TO BE RE-
MOVED OR DEMOLISHED.
/ : '1 sake Set S=1 /8"/ft - t m TOP PEA STONE 92^
;;•• t Invert 10.17 2000 Gal. S=1/8"/ft in
2 _x 9 9.4 BENCH MARK --TOP PK NAIL SET p d 128"
9.15
Fill
E layer 10yr 7/1
loam Bond
B layer 10yr 4/4
loamy sand
6.0
C layer 2.5y 5/6
medium sand
observed water 1.5
N., o ose ----- -1.5
L/ 0 9 3``` 8 27 NGVD29 r P
1 NY::• Q a.:::s ,-.
...:.:.. � INPAVEMENT = 24
S
7" off edge pavement & in ran
:••,
( 9 P 9e
.. of side of house no. 40)
/ "AL Q b.1 .....
a Invert 9.87 Invert 9.50 7.5
9 6 OPO Cop ZA• 9.3 Use 6" Stone under Proposed proposed I Bottom
p PR ped`` �c stake _set I
O Qr00 Ni ... O i 10 -7 �- 5 I N I 10-i EL 2.5 (NGVD29)
N •• . ,3 rn 20 1.0' Adjustment Provided
\ �a� `'''•:N .,2;%>%''"' :'`'` O 73 Conc. bound m NantucketSite is hSoundin O of
o �. DESIGN DATA
r \ Qi'Cao<c� "` 9.4 O found OBSERVED WATER=1.5 (NGVD29)
�z BEDROOMS: 4
18 LEACH AREA
M - < GARBAGE GRINDER: No
x 9.5 .9 i REQUIRED CAPACITY: 440 GPD USE 2 SHOREY DRY WELLS, OR
L T 0 '
x 9• SEPTIC TANK: 2000 GAL. EQUAL, SET 8' APART WITH 4' OF
x 9. 30 x 9'3 �4 �' BOTTOM LEACHING AREA: 423.4 SF STONE ALL AROUND FOR A 33' BY
7 8.2 [(33' X 12.83')]
x 9.2 12'-10" BY 2' DEEP LEACH AREA.
� x x
- SIDE LEACHING AREA: 183.3 SF REMOVAL
9.2 10 \9'1 00 / 47 x 8 2 [2(12.83'+ 33') X 2' DEEP)] DO 5' ALL AROUND REMOVAL
A' ' i DESIGN CAPACITY: 448 GPD
2 5 6625 %8 `\ ,� / / X8.1 DOWN 38"t TO MEDIUM SAND.
9 2
V [(423.4 SF + 183.3 SF) X .74 GPD/SF]
x 9 x 9.2 77c
' a PROPOSED BUILDING COVERAGE
HOUSE (SHADED) 1824 S.F.
DECKS & PORCH 309 S.F.
Conc. bound a� CHIMNEY & STEPS 47 S.F.
i
sek 7.6 x 7.6 TOTAL 2180 S.F.
% TOTAL LOT AREA= 12.8%
1. VARY COVER OVER SEPTIC TANKITO BE 6" TOTAL. 310CMR 15.228 (1).
-01- TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
-W-
EXISTING WATER LINE MA
KINGS
-PW-
PROPOSED WATER SERVICE
. 9.5 .11.0
EXISTING & PROPOSED ELEVATIONS
('X' MARKS POINT)
,,-6 _�
EXISTING CONTOUR
_8--
PROPOSED CONTOUR
R2,
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL
SHOWN)
CJ
EXISTING DRAINAGE CATC
BASIN
x -
FENCE (IF SHOWN, NOT ALL
SHOWN)
REV. 9/23/99
--SLAB & GRADES
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
G � /v6r
ALTH AGENT APPROVAL DATE
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOTS 19 & 20, 36 SHORE SIDE DRIVE
SOUTH YARMOUTH, MA
AUGUST 18, 1999 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
1999 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1