32.56 - Site PlanIN
/ LOT 2
1i,360±S
18.9
18.9 .O
qua �aOR
I
rti CIO -
g tj 0 19.1
QA�lrte ti
1s '/ I / 18,5
19.3
19.7
NO GRADE CHANGES
RFS = ARE PROPOSED
19.28
� � r
19.44 19.43 /
LOCUS APPEARS TO BE IN AN R-25
1.
NDM
LOCUS IS A.M. 32, PARCEL 56.
ZONING DISTRICT, AND SUBJECT TO
2.
ELEVATIONS SHOWN ARE ASSIGNED.
-E-
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
CONSTRUCTION YARDS OF:
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
FRONT YARD 30
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
15
SIDE YARD 15'
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
®
77.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
REAR YARD
S.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
ACTUAL ZONING DETERMINATIONS MUST
GEOLOGIC MAP(19s36):
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
BE MADE BY TOWN ZONING OFFICAL.
0.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
8 CONTACTOR 100'
�
N
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
TOP OF PROPOSED FOUNDATION IS 3.0'
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
ABOVE HIGH POINT OF ROAD.
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
86"
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Invert 17.6 r
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
BENCH MARK --TOP BOLT ON
cover
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
HYDRANT= 21!90 ASSIGNED
'S=1/4 "�ft
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(31.
13.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
ID
-�! 18.6
N1 f F EDCE OF LAWN 18.8
KOURIS
O
C
NOT TO
SCALE Anthony
c Rd.
3
0
Tn
3 Rt 28
TEST HOLE a
DEPTH 0nrhes)
TH 1
TEST HOE LOCATION, NUMBER
-W®
PROPOSED WATER SERVICE
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 x 8"7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT/
Ron Cadillac, Soil Evaluator
EXISTING CONTOUR
®8----
PROPOSED CONTOUR
Kelda Welsh, Inspector
UTILITY POLE (IF SHOWN)
i
EXISTING SEPTIC COVER
®
EXISTING DRAINAGE CAT}jHBASIN
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
1
TREE (IF SHOWN, NOT ALL SHOWN)
Tc,
GEOLOGIC MAP(19s36):
O
C
NOT TO
SCALE Anthony
c Rd.
3
0
Tn
3 Rt 28
TEST HOLE a
DEPTH 0nrhes)
Invert 18.30 1500 Gal.
Iry I Proposed -
19.6
1 ( 19,53
9.5
>Tinvert 17.77 Invert 17.60
/ (/ I Use 6" Stone Under Proposed Proposed
19.66
( 1¢ 14
17' I INTI '
> / � -�
• 19.50 HIGH POINT DESIGN DATA, CD
/ I 19.55 IN ROAD 5 / I BEDROOMS: .�
GARBAGE GRINDER: No
/197 19.45 REQUIRED CAPACITY: 550 GPD
1 CS> / ( SEPTIC TANK: 1500 GAL.
( / BOTTOM LEACHING AREA: 704 SF
2 19.9 /
SIDE LEACHING AREA: 75. SF
1 .3 f 19.31 [2(64'+ 11'11 X 0.5' DEEP)]
> � / DESIGN CAPACITY: 576 GPD
!$/ ( [(704 SF + 75 SF) X .74 GPC.r/SF]
( % BENCH MARK --TOP PK NAIL SET
/ IN PAVEMENT = 19.50 ASSIGNED
> ( 19.28
1 (6' OFF CENTER OF CATCH BASIN}
19.21 //
} 18.97
/ (
1 18.96 ` 18.85
18.99
THIS FLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
JAKOONOS
w
2 (2I 2AtoD
Iglu
-_-_-_---I- 6„ 142"
A layer toy. 4/2
sandy loam
B layer 10yr 5/6
sandy loam
C1 layer 10yr 5/6
loamy med. sand
C2 layer 25y 6/3
medium sand
observed water
\ 17.1 TEST HOLE 2
�•0, Bottom
I
Max. High Ground Water=121 DEPTH (inches)
3.r, US•GS Adjustment y
Using MASH' 9 -Dec 99 14"
Zone B
�rved Ground Water Table=8.5
50"
LEACH AREA
USE 8 CULTEC CONTACTOR 100'S WITH
WITH A 6' WIDE SPACING AT C -BOX,
AND 4' OF STONE ON THE SIDES AND
2' OF STONE ON THE ENDS, FOR A 64'
BY 11' BY 6" DEEP LEACH AREA.
V REMOVAL
DO 5' ALL AROUND REMOVAL DOWN 128-
50"±
28"5O"t TO FINE TO COARSE SANDS.
SITE PLAN
FOR
A layer 10yr 4/2
sandy loam
B layer 10yr 5/6
sandy learn
C layer 2.5y 6/4
fire to
coarse sands
LOT 29 25 ANTHONYROAD, YARMOUTH, MA
FEBRUARY SCALE:,
ELEV.(feet)
19.8
16.6
8.5
8.0
ELEV.{feed
19.0
14.8
8.3
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
-� WEST YARMOUTH, MA 02673
DATE (508) 775®9700
n2000 BY R.J. CADILLAC PAGE 1 OF 1
0
22.7
TEST HOLE DATE:
December 16, 1999
PROP.C;.
PERFORMED BY:
Ron Cadillac, Soil Evaluator
12
WITNESSED BY:
Kelda Welsh, Inspector
PERC RATE:
<2'-00"/inch (C layer)
SOIL SURVEY(1993):
Carver coarse sand
118"
GEOLOGIC MAP(19s36):
Harwich outwash plain deposits
20.2
8 CONTACTOR 100'
�
N
Invert 78.64 « housejJ/Propel=d
4
,,rade
58,.a
Invert 18.05
86"
Pr�nverts
P
Use Gas Baffle
Invert 17.6 r
Proposed
S=1 /4"/ft 9" min.
cover
'S=1/4 "�ft
18.1= Top Pea Stone
r
136"
Invert 18.30 1500 Gal.
Iry I Proposed -
19.6
1 ( 19,53
9.5
>Tinvert 17.77 Invert 17.60
/ (/ I Use 6" Stone Under Proposed Proposed
19.66
( 1¢ 14
17' I INTI '
> / � -�
• 19.50 HIGH POINT DESIGN DATA, CD
/ I 19.55 IN ROAD 5 / I BEDROOMS: .�
GARBAGE GRINDER: No
/197 19.45 REQUIRED CAPACITY: 550 GPD
1 CS> / ( SEPTIC TANK: 1500 GAL.
( / BOTTOM LEACHING AREA: 704 SF
2 19.9 /
SIDE LEACHING AREA: 75. SF
1 .3 f 19.31 [2(64'+ 11'11 X 0.5' DEEP)]
> � / DESIGN CAPACITY: 576 GPD
!$/ ( [(704 SF + 75 SF) X .74 GPC.r/SF]
( % BENCH MARK --TOP PK NAIL SET
/ IN PAVEMENT = 19.50 ASSIGNED
> ( 19.28
1 (6' OFF CENTER OF CATCH BASIN}
19.21 //
} 18.97
/ (
1 18.96 ` 18.85
18.99
THIS FLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
JAKOONOS
w
2 (2I 2AtoD
Iglu
-_-_-_---I- 6„ 142"
A layer toy. 4/2
sandy loam
B layer 10yr 5/6
sandy loam
C1 layer 10yr 5/6
loamy med. sand
C2 layer 25y 6/3
medium sand
observed water
\ 17.1 TEST HOLE 2
�•0, Bottom
I
Max. High Ground Water=121 DEPTH (inches)
3.r, US•GS Adjustment y
Using MASH' 9 -Dec 99 14"
Zone B
�rved Ground Water Table=8.5
50"
LEACH AREA
USE 8 CULTEC CONTACTOR 100'S WITH
WITH A 6' WIDE SPACING AT C -BOX,
AND 4' OF STONE ON THE SIDES AND
2' OF STONE ON THE ENDS, FOR A 64'
BY 11' BY 6" DEEP LEACH AREA.
V REMOVAL
DO 5' ALL AROUND REMOVAL DOWN 128-
50"±
28"5O"t TO FINE TO COARSE SANDS.
SITE PLAN
FOR
A layer 10yr 4/2
sandy loam
B layer 10yr 5/6
sandy learn
C layer 2.5y 6/4
fire to
coarse sands
LOT 29 25 ANTHONYROAD, YARMOUTH, MA
FEBRUARY SCALE:,
ELEV.(feet)
19.8
16.6
8.5
8.0
ELEV.{feed
19.0
14.8
8.3
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
-� WEST YARMOUTH, MA 02673
DATE (508) 775®9700
n2000 BY R.J. CADILLAC PAGE 1 OF 1