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EL. 68.5
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ELEV.60.5
I
1
!
FINISH GRADE
EL. 67.0
1%
64.26
m
ry �
-77
2-
1,70
( "
BENCHMARK /
HYD.SPIN /
"SSS! EL.70.4 1
p co
FINISH GRADE OVER
SEPTIC TANK 66.4
RISERS TO 6"
--OF FINISH GR
MIN.
3" MIN. 14"
PVC OR CAST IRON TEES
GAS BAFFLE
J
1500 GALLON W
PRECAST CONCRETE o
H-10 REINFORCED
R
m
SEPTIC TANK
INSTALL ON COMPACTED LEVEL BASE
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE OVER
DISTRIBUTION BOX 66.2
OUTLET PIPE(S) LEVEL
FOR 2'(MIN.1 % SLOPE
1%
6"SUMP -''
63.75 63.43 � _r' 6 63.26
DISTRIBUTION BOX
MINIMUM INSIDE DIMENSION 12"
OUTLET INVERTS 2" BELOW INLET INVERT
MINIMUM CONCRETE WALL THICKNESS 2"
INSTALL ON COMPACTED LEVEL BASE
FIRESTONE DRIVE
PLOT PLAN
SCALE: 1" = 30'
RISER TO 6"
OF F';NISH GRADE
1 RECD.
I
62.20 =STONE
NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
GENERAL NOTES:
1. ELEVATIONS SHOWN ARE BASED ON ASSUMED
2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON
OR SCHEDULE 40 PVC.
3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING
MUST BE NOTIFIED WHEN CONSTRUCTION IS
COMPLETE PRIOR TO BACKFILLING.
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
BY CAPE & ISLANDS ENGINEERING AND THE BOARD
OF HEALTH.
5. MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE
AND ITH THE STATE SANITARY E
CAL APPLICABLE RULES AND
[TITLE O
REGULATIONS.
6. NORTH ARROW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
8. FLOOD ZONE C [NON -HAZARD]
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
GROUND DISTURBANCE OR VEGETATION REMOVAL
_WITHIN 100' OF WETLANDS,INLAND OR COASTAL
BANKS OR FLOOD HAZARD ZONES_
I
LEGEND
A
�._.�f�_�ATERSERVICE ---------
27.00'co
o
1
_52— PROPOSED CONTOUR
wo
__- EXISTING CONTOUR
I
1'AVT. EL. 66.5
/
=
I K
PROPOSED
4 BDAw.HSE.
0.00,
0
`o
❑ DISTRIBUTION BOX
�
�-
m \$
W I�
®#2
LOT 110
o
#,®
`P
o
a
i
43,500 SF.
SOIL ABSORPTION SYSTEM
7 70T
co
zo
z
w
r
C.BASIN---
\ b 0
13'
—
\
\
c�
o
W
Z
o
ap n o
o
GARAGE
\
o
N
PIPE INVERT ELEVATIONY
W
(<
22 26
m
\
24:00'
0
0
N
0
cn
w
btA
112
.8
110
v
Q
PCL
LOT
HSE
RSg7,
o0
?n `
o
121.04'
FIRESTONE DRIVE
PLOT PLAN
SCALE: 1" = 30'
RISER TO 6"
OF F';NISH GRADE
1 RECD.
I
62.20 =STONE
NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
GENERAL NOTES:
1. ELEVATIONS SHOWN ARE BASED ON ASSUMED
2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON
OR SCHEDULE 40 PVC.
3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING
MUST BE NOTIFIED WHEN CONSTRUCTION IS
COMPLETE PRIOR TO BACKFILLING.
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
BY CAPE & ISLANDS ENGINEERING AND THE BOARD
OF HEALTH.
5. MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE
AND ITH THE STATE SANITARY E
CAL APPLICABLE RULES AND
[TITLE O
REGULATIONS.
6. NORTH ARROW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
8. FLOOD ZONE C [NON -HAZARD]
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
GROUND DISTURBANCE OR VEGETATION REMOVAL
_WITHIN 100' OF WETLANDS,INLAND OR COASTAL
BANKS OR FLOOD HAZARD ZONES_
I
LEGEND
1
_52— PROPOSED CONTOUR
__- EXISTING CONTOUR
® OBSERVATION PIT
c
o
`o
❑ DISTRIBUTION BOX
�
JW
Q
�
>
0 0 o SEPTIC TANK
a
w
SOIL ABSORPTION SYSTEM
>
co
zo
z
w
r
o
z
o
RESERVE RESERVE AREA
c�
o
W
Z
o
N
ap
o
N
PIPE INVERT ELEVATIONY
W
(<
22 26
m
O
0
0
N
0
cn
w
112
.8
110
MAP
SEC
PCL
LOT
HSE
m
3
21:13 all^ 2� i�'I n. cdy
j f}
FINISH GRADE
OVER TRENCHES 66.0
PRECAST CONCRETE `
500 GALLON DRYWELLS
H-10 REINFORCED LOADING
TRENCH LENGTH = 33'-6"
EL.63.0
314" - 1-112" DOUBLE
8A WASHED CRUSHED
STONE
BOTTOM T H #2 EL 51.8
TRENCH SECTION
NUMBER OF TRENCHES I
NUMBER OF DRYWELLS 3
OBSERVATION PIT
TEST BY RICK JUDD
PERCOLATION RATE: < 2 MIN./IN
WITNESSED BY: L.MULKEEN
YARMOUTH BOARD OF HEALTH
DATE: SEPT.28,2000
DESIGN DATA
TF IT Nn1.F. #1 FL 64.2 TEST HOLE #2 EL.62.0
=o_-
=A/E= LFS
I„ IOYR4/2
=B= LOAMY SAND
10YR 6/6
12" EL.
=C1= FINE SAND
2.5YR 7/4
JS"
=C2= VERY FINE SAND
2.YR 7/4
NO GROUNDWATER
12' EL 532
/RICHARD`
JAMES
BERTHAND
29694
DAVID
CHARLES
SANICKI
26085
OF 1/8" -1/2"
OUBLE WASHED
)EASTONE
V4" - 1-1/2" DOUBLE
NASHED CRUSHED
STONE
0 =0=
4 =A/F,= LFS NUMBER OF BEDROOMS 4
91, 10YR3/2 GARBAGE DISPOSAL NO
DAILY FLOW 440 GPD.
=B= LOAMY SAND SEPTIC TANK REQUIRED 1500 GAL.
10YR5/6 SEPTIC TANK PROVIDED_ 1500 GAL.
LEACHING REQUIRED 440 GPD.
45" EL.58.2
=C1= FINE SAND SOIL ABSORPTION SYSTEM CALCULATIONS:
2.5YR 6/4
SIDEWALL AREA = 186 SF.
74" 186 SF. X.74 G/SF. = 137 GPD.,
=C2=. VERY FINE SAND BOTTOM AREA = 441 SF.
z 5YR 7/2 441 SF. X 0.74 G/SF. = 326 GPD.
NO GROUNDWATER EL.5LEACHING PROVIDED-- 463 GPD.
123'
SINGLE FAMILY RESIDENCE
PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR.
PADGETT BUILDERS
LOT 110 MIDPINE ROAD
YARMOUTH,MASS.
PLAN NO. 092502 1 SCALE: AS NOTED
FILE NO. 393ABA DATE: SEPT.25,2002
SEPTIC FILE NO. 71 PCS FILE: MIDPINE
CAPE & ISLANDS ENGINEERING
800 FALMOUTH ROAD, SUITE 301C
MASHPEE,MA 02649 (508) 477-7272