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r.' ACCESS COVERS MUST BE WITHIN
.+.;i 9- MINIMUM,
W 6. OF FINISH GRADE / LAVER T EL EVA T I ONS: DESIGN CRITERIA: GENERAL NO TES
y / 3• MAXIMUM COVER
yr '� y�7(' •i j 07 0FIRS'T 2' TO INVERT AT BUILDING: 103.0 DESIGN FLOW:
j , 1 \.1._..l' L...� BE LEVEL INVERT IN SEPTIC TANK: 101.5 4 BEDROOMS AT I10 G.P.D. PER 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
FOLOW - ZMIN 2' OF PEASTONE
POND,- / INVERT OUT SEPTIC TANK: 101.25 BEDROOM EOUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
oF, l 4' DIAV PIPs' 314-
3/4- - 1 !/2- DIA.. INVERT IN DIST. BOX: 100.77
c �; �o v T' NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
10,,. O 2� 100.6 DOUBLE WASHED STONE INVERT OUT DIST. BOX: 100.6
eAFr-tE (1"Q4 �2 9 INVERT IN LEACH CHAMBER: 100.5 SET. SEE SITE PLAN.
_ ... � 100.5
r SANE I' L,r`S t 3-5'0 GAL L M OF LEACH CHAMBER: 98.5 SEPTIC TANK REQUIRED:
3 OUTLET 0 LEACHING CHAMBERS SOTTO
^y 440.G.P.D.,X 200x -880 GAL. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND
ID -BOX W/4' STONE AROUND. 12.8•r x 33.5'1 x 2'd ADJUSTED GROUND WATER: N/A
1,500 GAL
SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL
-'- I
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SEPTIC TANK OBSERVED GROUND WATER: N/A CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
a, u 6- CRUSHED STONE OR
BOTTOM OF TEST HOLE #2: 88.4 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
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•`' `\,_`" PROF;LC NOT TO SCALE ESOIL FFLUENT CLASS - 1N0174HGP0/SF 4' ALL SEPTIC SYCT STEM
VEHMCULENTLOCA
� l TED UNDER
TRAFFIC OR GREATER
440 GPO / 0.74 GPD/SF - 595 S.F. REOU/RED THAN 3" IN DEPTH SHALL 8E CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS
PROVIDED: 3-500 GAL: LEACHING CHAMBERS
L
/} /� / j C A.IA f� Bu. CB/DN PND - W14' STONE AROUND. A-614 S.F. _ 5.. ALL SEWER PIPE .SHALL : BE SCHEDULE 40 OR
LVLVJ IV r Ec-rfz.ar 614 S.F. x 0.74 - 454 G.P.D. APPROVED EQUAL.
7 `
6. SEPTIC TANK ANDD -BOX SHALL 8E REINFORCED
SOIL TEST PI I 7 D A TA ® PRECAST CONCRETE AND WATERTIGHT: D -BOX SHALL BE WATER _TESTED TO CHECK FOR LEVEL WHEN 'THERE
rr ,vr 11fT ` / INDICATES _cam INDICATES
isl�a� j .PERCOLATION _ OBSERVED 1S MORE THAN ONE OUTLET.
TEST - GROUNDWATER 7. BEFORE coasrRucrloN CALL 'DIG-SAFe',
TP •I TP �2 1 -888 -016 -:SAFE AND THE LOCAL' WATER DEPT,
HORIZON TEXTURE COLORIO2.S 0" 100.4
HORIZON TEXTURE COLOR FOR LOCATION.OF UNDERGROUND UTILITIES.
0'
A SANDY JOYR ASANDY IOYR 8. ALL UNSUITABLE'MATERIAL IA d B HORIZONS;
LOAM LOAM 3/2 ENCOUNTERED BELOW THE INVERT OF THE LEACHING
6" ... -.. 102.0 6' 99.9 LOAMY IOYR FACILITY TO BE,REMOVED,FOA A DISTANCE OF 5'.
/ SAND 6/6 B LOAMY IOYR SAND 6/6 AROUND AND REPLACED WITH SAND IN ACCORDANCE
36' _. _ .... ........ ... ...... 99.5 48'
96.4 W1TH TITLE 5.
/ C / MEDIUM 2.5Y C / MEDIUM 2.5Y
SAND 7/3 SAND 7/3 9. NO DETERMINATION HAS BEEN MADE AS TO
60' COMPLIANCE WITH DEED'RESTRICTIONS.OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO. OBTAIN ALL PERMITS, SPECIAL
96' - -- 94,5 96' ........ I...... 92.4 PERMITS. VARIANCES ETC. FOR THIS PROJECT,
C2 LOAMY 2.5Y C2 LOAMY 2.5Y
/
SAND 7/2 SAND 7/2 �^- 10. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
A °� EEcg1L FIRMFIRMTO HAVE THE PROPOSED BUILDING FOUNDATION
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DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
/
150.90.0 144' NO WATER 88.4 NO WATER AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
DATE: MAY 22. 2003
TEST BY: DANIEL OJALA
WITNESSED BY: AMY VONHONE
Y / _
. � / •''. PERC RATE: C 2 M/ h'/INCH _
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