36 Shoreside Drive - Site Plan 2/ 9,2
x'9.1
Conc. bou
set
N/F
HO"E
.3 DoT
TOTAL AREA
set.
NOTE: EXISITNG HO SE &
GARAGE, SHOWN LIGHTLY
SHADED, ARE TO BE RE-
MOVED OR DEMOLIS, ED.
r
NOTES
1. LOCUS IS A.M. 26, PARCEL 3.
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RV28.
HIGHPOtNT IN ROAD=9.9 3. LOCUS IS IN FLOOD ZONE A9'(EL 10) ON FORM DATED JULY 2, 1992. oye
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Gt
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
LOCUS IS IN AN R'-25 ZONING DISTRICT, 6. COMPONENTS TO BE AASHTO H-14, IUNLESS NOTED.
AND APPEARS SUBJECT TO CONSTRUCTION 7. 'INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWNI 14". c r
YARDS OF: 8. 'IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 2
x 9.5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
FRONT YARD 30' 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING (MUST BE PROVIDED.
stake set SIDE YARD 15' BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. i11
NOT TO
SCALE
REAR YARD 20 ONE COVER OF TANK
BE
TO BE WITHIN 6 OF
GRADE.
MIN. 1/8 TO 1/2" PEASTONE ON TOP.
Kelda Welsh, 1lnspector
LOCATION
N
WASHED
3/4 TO 1
1/2" WITH 2"
- 5
C149:4
BE MADE BY TOWN ZONING OFFICAL 11. IF UNSUITABLE SOILS,,
OR
SOILS DIFFERING
z
9.2 O.
stoke set CONTACT THE BOARD
/
/
HEALTH, OR R.J.
CADILLAC.
OLE (IF SHOWN)
12. IF AN OVERDIG 1S:CALLED
FOR BELOW, FILL
MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 1
rn
/ x 9.6
Proposed
Invert 10:020
FENCE (I
SHOWN, NOT ALL SHOWN)
/
BEDROOMS:
Cona.
bound
84"�
v
__9
9.5 � E.
set
x 9.4
440 GPD
j`� 0� 565 46 00
x\5 x 9.4
SEPTIC TANK:
/ 9,2
x'9.1
Conc. bou
set
N/F
HO"E
.3 DoT
TOTAL AREA
set.
NOTE: EXISITNG HO SE &
GARAGE, SHOWN LIGHTLY
SHADED, ARE TO BE RE-
MOVED OR DEMOLIS, ED.
r
NOTES
1. LOCUS IS A.M. 26, PARCEL 3.
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RV28.
HIGHPOtNT IN ROAD=9.9 3. LOCUS IS IN FLOOD ZONE A9'(EL 10) ON FORM DATED JULY 2, 1992. oye
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Gt
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
LOCUS IS IN AN R'-25 ZONING DISTRICT, 6. COMPONENTS TO BE AASHTO H-14, IUNLESS NOTED.
AND APPEARS SUBJECT TO CONSTRUCTION 7. 'INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWNI 14". c r
YARDS OF: 8. 'IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 2
x 9.5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
FRONT YARD 30' 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING (MUST BE PROVIDED.
stake set SIDE YARD 15' BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. i11
NOT TO
SCALE
REAR YARD 20 ONE COVER OF TANK
BE
TO BE WITHIN 6 OF
GRADE.
MIN. 1/8 TO 1/2" PEASTONE ON TOP.
Kelda Welsh, 1lnspector
LOCATION
ACTUAL ZONING DETERMINATIONS MUST 10. STONE TO DOUBLE
WASHED
3/4 TO 1
1/2" WITH 2"
- 5
'O �''' found
St
BE MADE BY TOWN ZONING OFFICAL 11. IF UNSUITABLE SOILS,,
OR
SOILS DIFFERING
FROM THE SOIL LOG ARE FOUND,
9.2 O.
stoke set CONTACT THE BOARD
OF
HEALTH, OR R.J.
CADILLAC.
OLE (IF SHOWN)
12. IF AN OVERDIG 1S:CALLED
FOR BELOW, FILL
MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 1
1 i` ^ x 9.4 9.4 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
Jj 13, PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
x 9.4 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
-171,100± 15. F-. TEST HOLE DATE: July 28, 1999 10. Fill
9.3 N PERFORMED BY: Ron Cadillac, Soil Evaluator E layer 10yr 7/1
loomy sand
B (loamy Osand /4
C layer 2.5y 5/6
medium sand
observed water
x 8.910
�'�,
14,3
WITNESSED BY:
Kelda Welsh, 1lnspector
16"
SO v? Conc. bound! RICHPERC
'lop
RATE:
<2'-00"/inch (C layer)
- 5
'O �''' found
St
Proposed Found.
SOIL SURVEY(1993):
GEOLOGIC MAP(1986):
Carver coarse sand
Harwich outwash deposits
38"
9.2 O.
1.0' Adjustment Provided
CONTOUR
plain
ro
OLE (IF SHOWN)
vert.. 10.5
DESIGN DATA
SHOWN, NOT ALL SHOWN)
ElEXISTING
rn
/ x 9.6
Proposed
Invert 10:020
FENCE (I
SHOWN, NOT ALL SHOWN)
/
BEDROOMS:
Use Gals Baffle
Invert 9.70 2 DRY WELLS
84"�
9.29.1
stake set -
x 9.4 BENCH MARK --TOP' RK NAIL
1N PAVEMENT = 8.27 NGVD29
o &i
of side of house no. 40)
x 9.3
stake set
Conc. bound
9.4 \ / 1c� 0 / '�� found
/ Po
9 9.5 T 20
x 9,7 g0' 93 � 4 .2
/� x / 7 x 8.2
9.2 x a , ;1A 136 144/ %/ °b / � r 8.2
1� 625 %8
9. 9.2 S ro6////
/� J
" 9.2
z C / 7
Proposed
S=3/8"/ ft '9" mrn. cover 10,0
S=3/8"/ft TOP PEA STONE 92"
}' S=1�8"/ft min
� Inver 10.2 2000 GaL _ 1
Pr as - - - _24„ 128'
e �
/ PROPOSED BUILDING COVERAGE
HOUSE (SHADED) 1824 S.F.
DECKS & PORCH 309 S.F.
snc. bound CHIMNEY & STEPS _ 47 S.F.
Set � 6' 7.6 / / TOTAL 2180 S.F.
/
% TOTAL LOT AREA= 12.8%
x7.6
TH 1
Invert 9.87
Invert 9.507.5
5.0'
Use 6" Stone under
Proposed
Proposed
Bottom
--1 D' -�
- 5
I N 1
10r 1 EL. 2.5 (NGVD29
EXISTING
a,
20
1.0' Adjustment Provided
CONTOUR
ro
OLE (IF SHOWN)
Site within 3d of
DESIGN DATA
SHOWN, NOT ALL SHOWN)
ElEXISTING
Nantucket Sound
x -
FENCE (I
SHOWN, NOT ALL SHOWN)
OBSERVED WATER=1.5 (NGVI
BEDROOMS:
4
LEACH AREA
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
440 GPD
USE 2
SHOREY CRY WELLS, OR
SEPTIC TANK:
200-0 GAL.
EQUAL,
SET 8' APART WITH 4' OF
BOTTOM LEACHING AREA:
423.4 SF
STONE
ALL AROUND FOR A 33' BY
12'-10"
BY 2' DEEP LEACH AREA.
[(33' X 12.83')]
SIDE LEACHING AREA:
183.3 SF
REMOVAL
[2(12.83'+ 33') X 2' DEEP)]
DESIGN CAPACITY:
448 GPD
DO 5'
.ALL ,AROUND REMOVAL
[(423.4 SF + 183.3 SF) X .74 GPD/SF]
DOWN
38"t TO MEDIUM SAND.
/ PROPOSED BUILDING COVERAGE
HOUSE (SHADED) 1824 S.F.
DECKS & PORCH 309 S.F.
snc. bound CHIMNEY & STEPS _ 47 S.F.
Set � 6' 7.6 / / TOTAL 2180 S.F.
/
% TOTAL LOT AREA= 12.8%
x7.6
TH 1
TEST HOE
LOCATION, NUMBER
-W-
EXISTING
WATER LINE MARKINGS
-fl W-
PROPOSE
WATER SERVICE
9.5 .11.0
EXISTING
& PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING
CONTOUR
-8---
PROPOSED
CONTOUR
UTILITY
OLE (IF SHOWN)
TREE (I
SHOWN, NOT ALL SHOWN)
ElEXISTING
DRAINAGE CATCHBASIN
x -
FENCE (I
SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
(HEALTH AGENT APPROVAL
DATE
SITE PLAN
FOR
ELZEAR & PATRICIA ROY
LOTS 19 & 201 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
(508) 775-9700
I
LEV.(feet)
9.15
6.0
999 BY R.J. CADILLAC PAGE 1 OF 1