HomeMy WebLinkAbout83-1219 - Proposed Septic Renovations0 4:
Q
LOT
c'
PROJ.
AREA
PLAN REF.
�.4
r
k I REMOVE PAVEME
r
TOWN OF YARMOUTH
x coEDGE OF CONSTRUCTION EASEMENT
100' FROM WETLAND AS DEFINED BY EDGE OF PAVEMENT
FROM PLAN OF LAND IN YARMOUTH, MA. x
x
PREPARED FOR THE TOWN OF YARMOUTH * �l
JANUARY 10, 1986 BY THE BSC GROUP +
1" = 60' AND 9/10/92 E&T SURVEY + + + PROPOSED STOCKP
4 + + + x
+ • + ' + 5
UNDER FILL SLOPE AS
FENCE
-., + 1 MAX. SLOPE X1
X 3.S 'i 4 t" 4.4� 10
` x , x +•+
[6]Ba
AMERICAN EACHGRASS
GRADED AREA WITH 71
` REPLANT _ �+ .�•+ ° r
EXISTING STOCKADE FENCE` UNSUITABLE SOIL 181.5
LIMIT 07 �+ + a
++�+ + [ .0
S+1+
71 EXISTING STOCKADE FENCE
t S 70 -3 3-�+= TO BE REMOVED AND RELOCATED
Z A
x �• — - a ' l o .��
EDGE OF WATER LOCATED
9/10/92 �,
f, _� i� � '` _, �.+�EJ � CHING FIELDS
CD
\ TOP OF SLOPEto
PROPOSED TEMPORARY SILT FENCE
AT GRADING LIMIT - FENCE TO cnX —
REMAIN UNTIL VEGETATION ESTABLISHED t \ £ DBI _ .'�, _ ®—T,1 1 - s
. 1 l O
t 1 1 [9.9� a".►� a 1 .` 1 ` T
100
e {�
OBS. HIGH TIDE
12/13/69
o (DO
m Q0
I
n TBM - SW COR CB/OH t f. , eo TP2 J
EL = 6.77 (NGVD) x .TP71
VP
S 8704'26 W 62.53 �, 2
39� f .. S 7p•43'35" a 1p0 1 j � ++< � _• _ ` t o 1
6.1
• 6.4 , \ _ •� Oz l i
x
x9 DB2
7.
DECK _.O s++ �x� J, a .'► . zz•'
i J•
9/ x °°
5
r' A /,j .� 1000 o
4" SCH40 PVC VENT I �.i `
TO ROOF 7 GIN
i.
v `� �Li>IIT OF U SUITABLE SOIL REMOVAL /.
vid
go VEIAT / r rri
x
dogs .-;�';
�s� P a 9 �6 °
R R E� x 1 i EXISTING
FOO 7 ,� � 1 nsH MARKET
1St X30 e ,T MH1
r
n� SEp�s
All 6 6-4
X
ST 3
w -— 0
I / ,
EXISTING WATER 4 0778/2 v� ' /w
1�
METER AND LINE `, -ST3 - - o
PROP. WATER SERVICE _
% 1 •'
• ,� ° a8
71 !-
------------
Fl -4 �f
SITE PLAN OF LAND
IN (WEST) YARMOUTH, MA. j r E. --
PREPARED FOR ' i
THE LOBSTER BOAT 1
1"= 20' REVISED MAR. 17, 1988 % i �' r HAY BALES OR SILT FENCE STAKED x 1
DOWN CAPE ENGINEER f r AT LIMIT OF PAVEMENT REMOVAL ;
EXISTING RIPRAP
SEAWALL s
C.2 1
liDG�'O' x ,
e EDGE OF EXISTING PAVEMENT i
1
i
/ e i
.70. i e.- e 1
E _
r
EIISLANDDGE F EXISTx 11
\ �\\ 4.4 e 1 1 ;
\3 <1<
\� x EXISTING WATER SERVICE I e
TO REMAIN
7`78/1 e
1 J
In f X'- i
.. O 1
� 1 1
PROVIDE SILTATION CONTROL AT DRAINAGE , 1
\\� INLETS DURING SEPTIC SYSTEM CONSTRUCTION 1 0
1 v
1 '
EXISTING RIPRAPSEA
APPROX. W OCATION
\\ 0 0 1
r
TBM TOWN OF YARMOUTH Y-9
30' WEST OF POLE # 37/123
ELEV. -7.48 NGVD RM27
R=1656.1
L=360.70
L=292.96"
0.00'
LOT REFERENCE DATA
i
L=184'± _
R=1656.19'
EXIST. CURB
STATE HIGHWAY
L--595.70'-
-- ---- - _ R=203262'
(WIDTH VARIES)
S 75'40'01" W
R = 1656.19'
L = 42.58'
ROUTE 28
S 78.26'40" W _
71.50'
SITE PLAN
z0 0 10 20 40 so
I ml
( IN FEET )
1 inch = 20 ft.
PROPOSED SEPTIC SYSTEM RENOVATIONS
STER BOAT RESTAUR
I ROUTE 28, W. YARMOUTH, MA.
o
�1 FOR WATERSIDE REALTY TRUST
Cr 0 P.O. BOX 201, CENTERVILLE, MA.
DRAFTER: DCT
SURVEY: JRE
DESIGN: DCT
SCALE AS NOTED
DEC. t4, 1992
PPP02
REVISIONS
PROPOSED LEA
COMBINED AREA 12,100 SF
LIMIT OF
4
REMOVAL
SEINE
POND
h
�`� NOVAE
0
a
0
LOCUS-/ q
9p �
w
s Z
a
� N
LEWIS �pSpJNO
POND J
USGS — YARMOUTH QUAD
2000 1000 0 2000 .000
FEET
LEGEND
co CATCH BASIN
DRAIN MANHOLE
[30] PROPOSED ELEVATION
—30— EXISTING CONTOUR
�30)-- PROPOSED CONTOUR
EDGE OF PROPOSED
BITUMINOUS CONC. PVMT.
- _ EDGE OF EXISTING
BIT. CONC. PAVEMENT
SOIL BORING/MON. WELL
TP -1
GBACKHOE TEST PIT
ST SEPTIC TANK
GT GREASE TRAP
PP PUMP PIT
LF LEACHING FIELD
MH MANHOLE
—W— PROPOSED WATER SERVICE
— w — EXISTING WATER SERVICE
OPROP. WATER METER
EXISTING SEPTIC SYSTEMS
COMPONENTS TO BE
REMOVED
d PROP. ACCESS COVER 0 GRADE
0 PROP. ACCESS COVER 0 GRADE
TOWN OF YARMOUTH
p N 4750.00
E 6200.00
170'
FLOOD ZONE:
THIS ENTIRE SITE LIES
WITHIN FLOOD ZONE Al2
100Y BASE FLOOD ELEV. 11.0
SEE COMMUNITY PANEL NO. 250015 0006C
REV: 06-17-86
S 8322'40" W
120.73'
APPROVED - TOWN OF YARMOUTH BOARD OF HEALTH
H1H OF Al ry e'P1�.H OF Is9gs�9
o y ELLIS & THULIN, Inc.
C.
S T4 G s(� o. �, ti 478 ROUTE 6A - P.O. SOX 159
29
EAST SANDWICH, MASSACHUSETTS 02537
LOT
PROJ.
AREA
PLAN REF.
ASSESSORS LOT
I
COMMENTS:
(ACRES)
MAP PCL
89-040
1.5
SK 413 PG 96
1 20 Gl
WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER LOCATED AS SHOWN
SEE ALSO PLAN OF LAND PURCHASED FROM TOWN OF SANDWICH
PROPOSED SEPTIC SYSTEM RENOVATIONS
STER BOAT RESTAUR
I ROUTE 28, W. YARMOUTH, MA.
o
�1 FOR WATERSIDE REALTY TRUST
Cr 0 P.O. BOX 201, CENTERVILLE, MA.
DRAFTER: DCT
SURVEY: JRE
DESIGN: DCT
SCALE AS NOTED
DEC. t4, 1992
PPP02
REVISIONS
PROPOSED LEA
COMBINED AREA 12,100 SF
LIMIT OF
4
REMOVAL
SEINE
POND
h
�`� NOVAE
0
a
0
LOCUS-/ q
9p �
w
s Z
a
� N
LEWIS �pSpJNO
POND J
USGS — YARMOUTH QUAD
2000 1000 0 2000 .000
FEET
LEGEND
co CATCH BASIN
DRAIN MANHOLE
[30] PROPOSED ELEVATION
—30— EXISTING CONTOUR
�30)-- PROPOSED CONTOUR
EDGE OF PROPOSED
BITUMINOUS CONC. PVMT.
- _ EDGE OF EXISTING
BIT. CONC. PAVEMENT
SOIL BORING/MON. WELL
TP -1
GBACKHOE TEST PIT
ST SEPTIC TANK
GT GREASE TRAP
PP PUMP PIT
LF LEACHING FIELD
MH MANHOLE
—W— PROPOSED WATER SERVICE
— w — EXISTING WATER SERVICE
OPROP. WATER METER
EXISTING SEPTIC SYSTEMS
COMPONENTS TO BE
REMOVED
d PROP. ACCESS COVER 0 GRADE
0 PROP. ACCESS COVER 0 GRADE
TOWN OF YARMOUTH
p N 4750.00
E 6200.00
170'
FLOOD ZONE:
THIS ENTIRE SITE LIES
WITHIN FLOOD ZONE Al2
100Y BASE FLOOD ELEV. 11.0
SEE COMMUNITY PANEL NO. 250015 0006C
REV: 06-17-86
S 8322'40" W
120.73'
APPROVED - TOWN OF YARMOUTH BOARD OF HEALTH
H1H OF Al ry e'P1�.H OF Is9gs�9
o y ELLIS & THULIN, Inc.
C.
S T4 G s(� o. �, ti 478 ROUTE 6A - P.O. SOX 159
29
EAST SANDWICH, MASSACHUSETTS 02537