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a �.
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�GE
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84 2
yOVAL K TO BEYAYTO-
�BLOLX/FLAGSTONE
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_ SHOWER
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g PA'/o PRO OSE \i
19-;303± S.F. BM.CORNER STE 0` O POOL
'
EL 98.70 PROPOSED
POOL FENCE
o I
-IN£ � --- 09 " PROPOdo CONSERVATION NO TES :
P/
poOL ILTFR
+ -Po pS� - _ - _ - AND UMP
. FROA, rL, 0 �p� 010 I. THE WORK LIM1T SHOWN SHALL BE FITTED WITH A SILT
�--�; 1Q / FENCE AS REQUIRED BY THE CONSERVATION COMMISSION.
1 OAK TREES
�` c9 4 / THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS.
STAKED, DUO -IN FABRIC SILT FENCE. THE FENCE SHALL
- ✓s- CESSPOOL G o _ REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
�a `\ STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
: y o 1500 dL f p� SUCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE
c� o s
9R.4' \ �- 1/SEPTTL`TANK ` 1� p� /moi �°y CONSERVATION COMMISSION.
co
\ Rp�Eo 1 0 2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
t WETLAND SIDE OF THE WORK LIMIT.
sox J. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
'yam i� a SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR
G �!� LOAM AND SEED WEATHER PERMITTING.
r �
- 4. FOR DETAILED SITE RESTORATIVE LANDSCAPING, PLEASE
TP, , SEE ADDITIONAL SITE LANDSCAPING PLANS,
A HIGH CAPACITY
INFILTRATOR CHAMBERS 5. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE
8M. PKNAIL M/tSTONE AROUND PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION
FL -100.00
0 COMMISSION.
LEGEND
LOCUS MAP
C C8
CONCRETE BOUND
—W—
WATER LINE
O
HYDRANT
—G—
GAS LINE
-- OHW—
OVER HEAD WIRES
#
LIGHT POST
—E—
UNDERGROUND ELECTRIC LINE
—T—
UNDERGROUND TELEPHONE LINE
— CTV—
UNDERGROUND CABLEVISION LINE
x-40.4
SPOT ELEVATION
x-40--
EXISTING CONTOUR
40
PROPOSED CONTOUR
DESIGN CRITERIA:
GENERAL NOTES:
DESIGN FLOW:
3 BEDROOMS AT 1/0 G.P.D. PER
I.
THIS PLAN 7S FOR THE DESIGN AND CONSTRUCTION
BEDROOM EQUALS 330 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
PURPOSES ONLY.
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SEPTIC TANK REQUIRED:
SET. SEE SITE PLAN.
330 G.P.D. X 200x - 660 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
J.
ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
SOIL ABSORPTION SYSTEM REQUIRED:
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
DESIGN PERC RATE ( 5 M1N/INCH
BOARD OF HEALTH REGULATIONS.
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
4,
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH -
PROVIDED: 4 HIGH CAPACITY INFILTRATOR
STANDING H-20 WHEEL LOADS.
CHAMBERS W/3.5'= STONE AROUND. A-460 S.F.
460 S.F. x 0.74 - 340 GPD
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
SOIL TES T PIT DA TA &
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
INDICATES 17 INDICATES
PERCOLATION — OBSERVED
BE WATER TESTED FOR LEVEL WHEN THERE IS MORE `.
LEST GROUNDWATER
THAN ONE OUTLET.
TP #1
7.
BEFORE CONSTRUCTION CALL 'DIG -SAFE',
1-888-DI6-SAFE AND THE LOCAL WATER DEPT.
0' HORIZON TEXTURE COLOR 100.9
FOR LOCATION OF UNDERGROUND UTILITIES.
A LOAMY IOYR
SAND 3/3
8,
EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED
10 ...................................... 100.1
IF IN THE AREA OF THE NEW SYSTEM AND
LOAMY IOYR
B
BACKFILLED WITH CLEAN SAND.
SAND 5/8
..-------- . .. .... ............
32' "••'•' 98.2
MEDIUM IOYR
9.
NO DETERMINATION HAS BEEN MADE AS TO
C SAND 6/8
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC, FOR THIS PROJECT.
54"
NO WATER
144' 88.9 / r,
y
DATE: SEPTEMBER 30. 2004
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE r
PERC RATE: l 2 MIN/INCH
f
VARIANCES REQUIRED:
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
SECTION 15.211:111 MINIMUM SETBACK DISTANCES
10' IS REOUIRED BETWEEN THE SAS AND THE PROPERTY LINE. 5. 1S PROVIDED.
A 5' VARIANCE IS REOUESTED.