HomeMy WebLinkAbout35 Keel Cape Drive Site Plan0)
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BENCH MARK --TOP NAIL SET
IN PAVEMENT=47.96 ASSIGNED
KE��
048.0
D Q 1� 46 E
-48 2 j-� 1 \ � .D�gO ,5 TIE INTO EXISTING c layer 2.5y ,6/4
CAPE
A P C -1 46.9 (�7 PIPE -RUN SCH 40 Invert 47.48 medium sand
N PIPE BACK TO CAST 3 MAXIMIZERS
x-45.2 \ Use Gas Baffle Invert 46.15
`tL 48.7 _--47.6 4 6 IRON PIPE 62'a
_� - - - --47.T - h• n - _ Proposed
�- \ \\ I NO GRADE CHANGES I I _ % 46.5
A$ .18.4 � »
48--R-19� (_ 1 ARE PROPOSED I I - S=3/4 /ftt TOP PEA STONE
48.1 - ��g� � 4 1500 Gal S=1/8 -/ft
N /F t� 48.3 L=136.48 ` 4 6 I - - - _ _ no water
126' 39.3
RUFFO 4 .0 3 \\ L 4 48.4 I Invert 47.7
48.4 \ \ I Existing Invert 46.32 Invert 46.01 44.3
48.3 48.7 8 \ \ 48.3 I Use 6" Stone under Proposed proposed I 5 Bottom
12'
LOT 101 \ 1 \ Bottom TH 1=39.3
/ 49.19. _10»no
48.5 50.0
J 49.3 1
49.3 49.4 _
.6
.49.1
MOVE LEACH AREA
N/F 4 PROP
MCGUIRE N1jS68 Shfp 49.3
49.3 X78 40
NOTES
1.
LOCUS IS A.M. 90, PARCEL 101.
NOT
Viking Rock
2.
ELEVATIONS SHOWN ARE ASSIGNED.
SCALED
R
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
49.1
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
VGreo,7w�__.ern
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
9.6
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 140.
O
8
IFORMOREFOR AL FLOW
'WATERBE
PI
330 GPD
Cy (®�
ES TO LEVEL FOR FIRSTST
TWO FEET
Rd oc
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
rr
- _ BOTTOM LEACHING AREA:
EXISTING HOUSE N0. 35 \
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION MAP
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2- MIN. 1/8 TO 1/2" PEASTONE ON TOP.
- - 49.5 SIDE LEACHING AREA:
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
:::.-:- :::::::::::::::::::......:r-::.. 4�/'_.8 [2(12'+ 30') X 1.71' DEEP))
...................................
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
/
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 1
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet)
0
A layer 10yr 3/2
49.8
TEST HOLE DATE: November 20, 1996
7"
loamy sand
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Peter L. Bryonton, Inspector
B la r 10 5/6
/
PERC RATE: t2'-00"/inch (C layer)
loa ny sand
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
34»
46.9
/ 49.19. _10»no
48.5 50.0
J 49.3 1
49.3 49.4 _
.6
.49.1
MOVE LEACH AREA
N/F 4 PROP
MCGUIRE N1jS68 Shfp 49.3
49.3 X78 40
I
49.4 \\
4s.s
TH 1
TEST HOLE LOCATION, NUMBER HAYS
3 494.6 DESIGN DATA
WATER LINE MARKINGS
-G-
49.1
__.:::: 49.9 a PANDISCIO
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
50
d8,9 tJBEDROOMS:
3
O�48.0
UTILITY POLE (IF SHOWN)
9.6
�GARBAGE GRINDER•
_ p :
*DIS CONN
ECT49.7
O
-"-' ❑
..
...........4.9..8 ._ 49.1 REWIRED CAPACITY:
V'49.0
330 GPD
Cy (®�
SEPTIC TANK:
\
1500 GAL
5 '`
("
- _ BOTTOM LEACHING AREA:
EXISTING HOUSE N0. 35 \
360 SF
e:
10'
[-
- - 49.5 SIDE LEACHING AREA:
143.6 SF
:::.-:- :::::::::::::::::::......:r-::.. 4�/'_.8 [2(12'+ 30') X 1.71' DEEP))
...................................
/
1
................... ................. _ ..
....._......_........ DESIGN CAPACITY:
- c
372 GPD
/ 49.19. _10»no
48.5 50.0
J 49.3 1
49.3 49.4 _
.6
.49.1
MOVE LEACH AREA
N/F 4 PROP
MCGUIRE N1jS68 Shfp 49.3
49.3 X78 40
TM 1 49.6
49.8
VA
[(360 SF + 143.6 SF) X .74 GPD /SF]
-.49.8
7
49.4
1
BENCH MARK --EDGE CONC. 5'
p,q* 49.9 FROM SE CORN.=50.00 ASSIGNED
A, N19 0
s ro Ogg N/F
49.6 SURRETTE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
49.6 AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
LEACH AREA
USE 3 INFILTRATOR MAXIMIZER'S WITH
APPROX. 4' OF STONE ALL AROUND
TO MAKE A 12' WIDE BY 30' LONG
BY 20.5" DEEP LEACHING AREA.
AREA.
*DISCONNECT GARBAGE GRINDER, IF PRESENT.
SITE PLAN
FOR
RALPH PINA & SHEILA WILKINS
LOT 101, 35 KEEL CAPE DRIVE, YARMOUTH, MA
MARCH 10, 1997 SCALE: 1 "=20'
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
49.6 w
LEGEND N/F
4s.s
TH 1
TEST HOLE LOCATION, NUMBER HAYS
-W-
WATER LINE MARKINGS
-G-
GAS LINE MARKINGS (IF SHOWN)
9.5 .11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
_8--
PROPOSED CONTOUR
J5 co.,
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
I ®
EXISTING SEPTIC COVER
-"-' ❑
EXISTING DRAINAGE CATCHBASIN
REV. 7/19/04 --OWNER, MOVE LEACHING, PROPOSED POOL do SHED
TM 1 49.6
49.8
VA
[(360 SF + 143.6 SF) X .74 GPD /SF]
-.49.8
7
49.4
1
BENCH MARK --EDGE CONC. 5'
p,q* 49.9 FROM SE CORN.=50.00 ASSIGNED
A, N19 0
s ro Ogg N/F
49.6 SURRETTE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
49.6 AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
LEACH AREA
USE 3 INFILTRATOR MAXIMIZER'S WITH
APPROX. 4' OF STONE ALL AROUND
TO MAKE A 12' WIDE BY 30' LONG
BY 20.5" DEEP LEACHING AREA.
AREA.
*DISCONNECT GARBAGE GRINDER, IF PRESENT.
SITE PLAN
FOR
RALPH PINA & SHEILA WILKINS
LOT 101, 35 KEEL CAPE DRIVE, YARMOUTH, MA
MARCH 10, 1997 SCALE: 1 "=20'
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