HomeMy WebLinkAbout40 Virginia Street Site Plan 214
M BENCH MARK --TOP OF CONC.
°- BOUND= 14.32 ASSIGNED
14.2 13.21.
rW��\
v , 13.23
NOTE: THIS IS A
SITE PLAN
26"
SURVEY, AND NOT A PROPERTY
22" P
LINE SURVEY BY
THIS OFFICE.
330
14.39
u
2.
3' DEEP IMPERVIOUS
6 m
Way
BARRIER --120 L.F. OF
W
BARRIER IS STIFF
40 MIL POLYETHYLENE
O
& OBTAINABLE FROM
(MILLER BREAKOUT")
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER
MILLER ENVIRONMENTAL
TOP BARRIER=TOP
o
508-697-3710.
PEASTONE=15.2, GRADE
17.02
m s C
ABOVE BARRIER=15.7 MIN
BENCH MARK --TOP OF SPIKE
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
N/F
RUN GRADE OUTSIDE
BARRIER AT 3:1 SLOPE
SET FLUSH= 14.42 ASSIGNED
7,
HOUGHTON
OR FLATTER. '
(21' OFF NEAR CORNER BUILDING)
a-
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL
FLOW
14.06 _ 14.04
{ 15.2
15.35
D -.BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
5.
14.8
O
I
120.00•
MUST BE PROVIDED.
l ,7
o�
�6
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE,
.. _ 14,2 14.4? ...
Way
.._.•...-__.:.. 16.0
13.61
F
it W---
0
00
x 136
130.
Of
47 iV
p J 3.2
. 1 14.7 .4
3.9 4.5
PR 0 ED
IFUTURE o
EXISTING HOUSE GARAGE
NO. 40 (slab)' X
split level 10,4
or
........ 14.8
15.0
\\ 13.30 LOT 11 0 w
(® f4.26 1 10, 700±S IC " a'
r�X"0(2)
`o 13.E 9v? Q 14.2
Q � O) 9
Q e
0
� 2
H-10 1000 GAL. PUMP CHAMBER
FACTORY WATER TIGHT
9" COVER L ne
Invert 12.
Bottom 8.00
ALARM- 32"
ON
26"
OFF -
22" P
6" STONE
UNDER
13.75
Barrier
I 1 . 0
16.0 c
I 01
I o
Oi
n
1 16.1
Begin
24"4, Barrier
-9 N /F
15.1 SULLIVAN
0
OO
O O
� p
N N
14.5 - O. o _
--1-- `A I STREU
VIRGIN
1�
T- i3 39-
2
-DRILL 3/8" WEEP/VENT
HECK VALVE
Edge of Wetland i,
Z
Z . ,
m
14.19
Sanitary
O
O
O
330
14.39
u
2.
ELEVATIONS SHOWN ARE ASSIGNED.
6 m
Way
N
W
FLOOD ZONE LOCATIONS SHOWN ARE SCALED FROM FIRM
DATED JULY 2, 1992.
O
O
O
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER
z
n
o
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE
ri
m s C
�
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
D
0
m
7,
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
102.0
a-
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL
FLOW
14.06 _ 14.04
13.75
Barrier
I 1 . 0
16.0 c
I 01
I o
Oi
n
1 16.1
Begin
24"4, Barrier
-9 N /F
15.1 SULLIVAN
0
OO
O O
� p
N N
14.5 - O. o _
--1-- `A I STREU
VIRGIN
1�
T- i3 39-
2
-DRILL 3/8" WEEP/VENT
HECK VALVE
Edge of Wetland i,
Z
Z . ,
m
m
Sanitary
O
OJ'
330
14.39
NOT TO
NOT
1 14.32
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED). \
VARY PUMP CHAMBER TO LOT LINE BY 2' (8' PROVIDED). BOG
310 CMR 15.211 (1).
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248.
4. USE 8" TOTAL COVER OVER LEACH AREA. 310 CMR 15.240 (9).
11.
NOTES
FROM THE SOIL LOG ARE
RTE La
Sanitary
1.
LOCUS IS A.M. 161, PARCEL 26.
330
12.
NOT TO
NOT
2.
ELEVATIONS SHOWN ARE ASSIGNED.
IS TO BE CLEAN GRANULAR SAND MEETING
Way
SCALE
3.
FLOOD ZONE LOCATIONS SHOWN ARE SCALED FROM FIRM
DATED JULY 2, 1992.
SOIL, BLOCK, AND STONE IN
1E
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER
FOOT. (UNLESS NOTED)
n
D
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE
ON TOWN WATER.
m s C
CL
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
DOSES PER DAY:
0
0
7,
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
a
a-
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL
FLOW
0
D -.BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
5.
o
O
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING
MUST BE PROVIDED.
EOUIVALENT.
01STS Es
qua s
�6
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE,
Cleveland
Way
Iq IT4P�
t
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
PROPOSED CONTOUR
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP
LOCATION
MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING
FROM THE SOIL LOG ARE
FOUND,
Sanitary
CONTACT THE BOARD OF HEALTH, OR R.J.
CADILLAC.
330
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL
MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
Tee
IS TO BE CLEAN GRANULAR SAND MEETING
SPECIFICATIONS OF 310
CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS.
REMOVE ANY CLOGGED
SOIL, BLOCK, AND STONE IN
56 SF
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) E
14
ALL CONSTRUCTION TO MEET TITLE 5 AND
LOCAL REGULATIONS
DESIGN
a
TEST HOLE DATE: February 28, 2001 18"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy L. Von Hone, RS, CHO 24"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwosh plain deposits 36"
Invert 13.461 Invert 12.60 V
Tie into existing 6 CONTACTOR 100'S 60 58"
Use Gas Baffle
Exist. Orangeburg Invert 14.74 Provide 8" cover
USE 6" COVER Proposed
S=7/8 "/ft
see detail 15.2
Prop. TOP PEA STONE
Invert 12.85 1500 Gal. P S=1/4"/ft
Proposed Tank 120"
Fill
A layer 10yr 3/2
sandy loam
B layer 10yr 4/6
sandy loam
observed water
-
C layer 10yr 5/6
med. coarse sand
BEDROOMS:
3
1.
GARBAGE GRINDER:
Sanitary
6"
330
GPD
8.35
1500
Tee
BOTTOM LEACHING AREA:
T
SF
[(47' X 9')]
Bottom
WIRING INSPECTOR.
Invert 14.91 Invert 14 70
.
56 SF
14.2
4
6" Stone or compact
9'
Proposed Proposed
�- 5' � 52'1 I N - 2'
DESIGN CAPACITY:
Bottom
EI. 10.2
DESIGN
DATA
<
0.4' provided --Locus is 110'
from large abandoned bog
BEDROOMS:
3
1.
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330
GPD
SEPTIC TANK:
1500
GAL.
BOTTOM LEACHING AREA:
423
SF
[(47' X 9')]
WIRING INSPECTOR.
SIDE LEACHING AREA:
56 SF
[2(47'+ 9') X 0.5' DEEP)]
3.
ALARM To BE LOCATED IN HOUSE.
DESIGN CAPACITY:
354
GPD
[(423 SF + 56 SF) X .74 GPD/SF]
4.
PUMP TO BE CAPABLE OF PASSING
1-1 /4" SOLIDS AND INSTALLED IN STRICT
PUMP CHAMBER STORAGE CAPACITY:
330
GAL.
DOSES PER DAY:
> 4
BUOYANCY CALCULATIONS -PUMP CHAMBER
WEIGHT OF EMPTY CHAMBER AND 9" OF COVER
CHAMBER= 4.12 TON (PER SHOREY)
9" COVER= .75 X 4.83' X 8.5' X 0.055 TON/CU. FT
9" COVER=1.69 TON
TOTAL= 4.12 TON + 1.69 TON = 5.81 TON
WEIGHT OF WATER --NIGH GROUNDWATER DOWN
(12.1 -8.00) X 4.83' X 8.5' X 0.0312 TON/CU. FT.
WEIGHT WATER= 5.25 TON
TANK AND 9" COVER ARE HEAVIER BY 0.5 TON.
ALARM & PUMP NOTES THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
DATE
LEACH AREA
USE 6 CONTACTOR 100'S WITH 4' OF
STONE ON THE ENDS AND 3' OF STONE
ON THE SIDES FOR A 47' LONG BY 9'
WIDE BY 6" DEEP LEACH AREA.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM COARSE SAND.
BUOYANCY CALCULATIONS -SEPTIC TANK
WEIGHT OF EMPTY CHAMBER AND 6" OF COVER
CHAMBER- 5.74 TON (PER SHOREY)
6" COVER= .5 X 5.67' X 10.5' X 0.055 TON/CU. FT.
6" COVER=1.64 TON
TOTAL= 5.74 TON + 1.64 TON = 7.38 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(12.1 -8.35) X 5.67' X 10.5' X 0.0312 TON/CU. FT.
WEIGHT WATER= 6.97 TON
TANK AND 6" COVER ARE HEAVIER BY 0.4 TON.
14.6
11.6
9.8
4.6
SITE PLAN
FOR
LAURI AVERY
LOT 11, 40 VIRGINIA STREET, W. YARMOUTH, MA
DECEMBER 1, 2001 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH MA 02673
(508) 775-9700
2001 BY R.J. CADILLAC
PAGE 1 OF 1
1.
ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
LEGEND
2.
ELECTRICAL WORK TO BE INSPECTED BY ya
WIRING INSPECTOR.
ASH OF l44g,N OF
OTH 1
TEST HOLE LOCATION, NUMBER
3.
ALARM To BE LOCATED IN HOUSE.
GN
-W-
WATER LINE MARKINGSA
4.
PUMP TO BE CAPABLE OF PASSING
1-1 /4" SOLIDS AND INSTALLED IN STRICT
RON D
P N,
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
CONFORMANCE WITH MANUFACTURER'S
G
GAS LINE MARKINGS (IF SHOWN)
SPECIFICATIONS.
0
5.
USE MEYER MW50, 1/2 HP PUMP, OR A
O
9.5 x 15.9
EXIST. & PROP. ELEVATIONS ('X' MARKS
POINT)
EOUIVALENT.
01STS Es
qua s
�6
EXISTING CONTOUR
Iq IT4P�
t
_8--
PROPOSED CONTOUR
( cq6 Z
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH
AGENT APPROVAL
REV.
9/9/02
--ADDITION & 1500 GAL TANK
J
DATE
LEACH AREA
USE 6 CONTACTOR 100'S WITH 4' OF
STONE ON THE ENDS AND 3' OF STONE
ON THE SIDES FOR A 47' LONG BY 9'
WIDE BY 6" DEEP LEACH AREA.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM COARSE SAND.
BUOYANCY CALCULATIONS -SEPTIC TANK
WEIGHT OF EMPTY CHAMBER AND 6" OF COVER
CHAMBER- 5.74 TON (PER SHOREY)
6" COVER= .5 X 5.67' X 10.5' X 0.055 TON/CU. FT.
6" COVER=1.64 TON
TOTAL= 5.74 TON + 1.64 TON = 7.38 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(12.1 -8.35) X 5.67' X 10.5' X 0.0312 TON/CU. FT.
WEIGHT WATER= 6.97 TON
TANK AND 6" COVER ARE HEAVIER BY 0.4 TON.
14.6
11.6
9.8
4.6
SITE PLAN
FOR
LAURI AVERY
LOT 11, 40 VIRGINIA STREET, W. YARMOUTH, MA
DECEMBER 1, 2001 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH MA 02673
(508) 775-9700
2001 BY R.J. CADILLAC
PAGE 1 OF 1