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GENERAL NOTES-: ACCESS COVERS MUST INVERT EL EVA T I ONS: DES I GN CR I TER I A.-
BE TO FINISH GRADE 9' MINIMUM. INVERT AT BUILDING: Ifolo DESIGN FLOW:
THIS PLAN 15 FOR THE DESIGN AND CONSTRUCTION YENT FIRST 2' TO 3' MAXIMUM COVER INVERT IN SEPTIC TANK: 109.5 3 BEDROOMS AT /10 G.P.D. PER
OF THE SEWAGE DISPOSAL SYSTEM ONLY. 113,0 &COWER it, NfNINVERT OUT SEPTIC TANK: 109.25 BEDROOM EQUALS J30 G.P.D.
BE LEVEL
16. f UfN rxw
MIN 2" OF PEA6TONE INVERT IN DIST. BOX: /09.0
it 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS NO GARBAGE GRINDER
• SET. SEE SITE PLAN. FAST INVERT OUT DIST. BOX. 108.83
UNIT 0 314' - 1 112" DIA. INVERT IN LEACH CHAMBER: 108.6
1/0.0 %• WASHED STONE BOTTOM OF LEACH CHAMBER: 107.8 SEPTIC TANK REQUIRED:
0
J. ALL CONSTRUCTION METHODS AND MATERIALS AND .5 2, 107.6
�LIO19 50-111 330 G.P.D. X 20OX - 660 GAL.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL 3 4 HIGH CAPACITY INFILTRATOR ADJUSTED GROUND WATER: NIA SEPTIC TANK PROVIDED. ISOO GAL. MIN.
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL OUTLET CHAMBERS ". SOBSERVED GROUND WATER. NIA
*STONEAROUND
BOARD OF HEALTH REGULATIONS. 1500 GAL D -BOX 2-10*w X 19'1 X lo'd BOTTOM OF TEST HOLE 10/.0 SOIL ABSORPTION SYSTEM REQUIRED:
SEPTIC TANK 6' CRUSHED STONE BASE DESIGN PERC RATE f 5 MIN/INCH
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER FAST READY SOIL TEXTURAL CLASS - I
AREAS SUBJECT TO VEHICULAR TRAFFIC OR�GREATER WATERTIGHT
EFFLVENTLOADINGRATE- 0.74 GPD/SF
THAN J* IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS. 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
PROFILE:NOT TO SCALE PROVIDED: 4 HIGH CAPACITY INFILTRATOR
JI�ICOMMEE
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR CHAMBERS W/3.5'= STONE AROUND. A-460 S.F.
ONIP'
OKHRD
APPROVED EQUAL. 460 S.F. x 0.74 - 340 G.P.D.
LOT 22
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT. 46796 1 S. F.
SOIL TEST PIT DA TA
7. BEFORE CONSTRUCTION CALL "DIG-SAFE'.INDICATES v INDICATES
PEOBSR VED
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. TESRTCOLAIIUN GROUNDWATER
FOR LOCATION OF UNDERGROUND UTILITIES.
8. NO DETERMINATION HAS BEEN MADE AS TO HORIZON TEXTURE COLOR
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 0' 112.0
REGULATIONS. IT SHALL REMAIN THE CLIENTS IOYR
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL517
PERMITS. VARIANCES ETC. FOR THIS PROJECT. 24 . . .......................................... — 111.7
em. CRIDH E -1A LOAMY IOYR
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY EL -f 10.39 8* SAND.... 5/2.... . ..................................—
TO HAVE THE PROPOSED BUILDING FOUNDATION B LOAMY IOYR
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE SAND 618
AND SOIL CONDITIONS AT THE LOCATION OF THE 109.1
35, . ..........................................
PROPOSED BUILDING.
I C MEDIUM IOYR
SAND 718
10. INSTALLATION OF FAST UNIT TO BE CERTIFIED BY 48'—
FAST REPRESENTATIVE. A YEARLY INSPECTION AND
MAINTENANCE CONTRACT SHALL BE MAINTAINED WITH
THE FAST REPRESENTATIVE.+
Ii. THIS LOT /$ LIMITED TO A 5000 S.F. LAWN.
132 NO WATER 101,0
DATE: APRIL 25. 1996
+Its. I o
TEST HOLE TEST BY: DAVID MASON
WITNESSED BY: AMY VONHONE
PERCRATE: f 2 MfNIINCH
+
0 ST UNIT