HomeMy WebLinkAbout223 Cranberry Lane - Septic DesignGENERAL NOTES:ACCESS COVERS MUST BE WITHIN 9• MINIMUM.
INVERT ELEVATIONS : DESIGN CRITERIA:
6 -:OF
FINISH GRADE 3- MAXIMUM COVER
4 0 FIRST 2' TO INVERT AT BUILDING: 39.0 DESIGN FLOW:
`I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION BE LEVELINVERT IN SEPTIC TANK: 38.25 4 BEDROOM$ AT 1/0 G.P.D. PER
OF THE SEWAGE DISPOSAL SYSTEM ONLY. MIN 2. OF PEASTONE
INVERT OUT SEPTIC TANK: 38.0 BEDROOM. EQUALS 440 G.P.D.
4' DIA M I Pf .
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS , 3/4 - ! !/2• DIA. INVERT !N DIST. BOX:" 37.5
SET, SEE SITE PLAN. 39.0 =� 38.0 4a 2• WASHED STONE INVERT OUT DIST. BOX: 37.33GAS
NO GARBAGE GRINDER
38.25 B FLL37.5 0�� _ 0 35.2 INVERT IN LEACH CHAMBER: 37.2 SEPTIC TANK REQUIRED:
J. ALL CONSTRUCTION METHODS AND MATERIALS AND 3 OUTLET 3-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 35,2 440 G.P.D. X 20OX - 880 GAL.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL D -BOX W/4' STONE AROUND. 12.8'X 33,5'X 2' ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN.
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL 1500 GAL OBSERVED GROUND WATER: N/A
BOARD OF HEALTH REGULATIONS. SEPTIC TANK 6- CRUSHED STONE BASE BOTTOM OF TEST HOLE +l: 30.2 SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE C 5 MIN/INCH
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
: THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
STANDING H-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR W/4' STONE AROUND. A-614 S.F.
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED N
PRECAST CONCRETE AND WATERTIGHT. j • SOIL TEST P1 T DATA s
T� INDICATES �- INDICATES
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE*. a9 �7 VB ?�1 4171 PERCOLATION = OBSERVED
1-868-344-7233 AND THE LOCAL WATER DEPT, L�4Ar�' TEST ? GROUNDWATER
FOR LOCATION OF UNDERGROUND UTILITIES. - - - - - - - - - - --_ J9,ee a
I 40.4 i„ TP *1
B. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED. 1 ¢ �1 - 1p n,I Qn
`L
BACKFILLED WITH CLEAN SAND AND COMPACTED. 83.09
4o./9 0. HORIZON TEXTURE COLOR 40.2
' f
RM TOP OF CR 97 2 -E f �_ �` A LOAMY IOYR
EL -40.87 47 4I.4 be - SAND 2/1
9. NO DETERMINATION HAS BEEN MADE AS TO I
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 40'J f I m 2' 40.0
GAswTE( ! 1 2 E LOAMY IOYR
REGULATIONS. IT SHALL REMAIN THE CLIENTS o 1 I I Q
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL I I SAND 5/2
i a m 1 I ! a 8 ..................................I 39.5
PERMITS. VARIANCES ETC, FOR THIS PROJECT. 40.7•+ At j ! LOAMY 7.5Y
I
a h D pq 8....... SAND.......... . .3/4 38.2
10. THE ENTIRE LOT IS SHOWN TO BE WITHIN FLOOD EXI$rINO DWELLING ? f 1 (I 1
ZONE B ON MAP NO. 250015 0006 D DATED 7/2/92. To BE REMOYED
MED IOYR
: ....................
1 ( 1 1 SAND 6/8
................
f i "�l/ 441
40.7 tGRAOE
41.0
•} PROPOSED
too. 8
DR L. DML
/LA0..so. Fpr/jDF R BEDROOM
'• -
42, 0
l e •:. _ ..
16
I
DATE: DECEMBER 22. 1997
TEST BY: STEPHEN HAAS
WITNESSED BY: MARINA BROCK
PERC RATE: ( 2 MIN/INCH
30.2
O
hZSAFL'
••CESSPOOLO4OALIC TANK ®TPIJ-50RFLOW 40.8
\CEAC40.J
W/4'/0' OAKS 7f9F r 10. OAK LOT 42 -7 `~�' SE-F'T/C SYSTESEfLy' /s16825 { S.F.'( D -BOX ' 223 CRANBERRY ROAD. MAP 22. PARCEL B-4
R£SfRYE 7 1
j SOUTH YAR/' OuTH, MA .
40.4 + .
so.o+'...... SIJ. 1 �� PREPARED FOR
tE qe � I auita/po
,� (` ,y JA ME S R/ L E Y
40.2 q e I SCALE-: / " - 20 JANUAR Y 9 . / 998
J _ N 84'32 5/-W _ -
c CRANE R - EAGLE SURVEY I NG I NC
LIAROINE L0005 BASS 40.4'RIVER 923 Route 6A
Yarmouthport, MA. 02675
r
(508) 362-8132
sN°R 40. J+ /%%//1 T1 (50� 432-5333
g0 NANTUCKET SOUND
LOCUS MAP REVISED JAN. 28. 1.998 CORRECT EXIST BLDG o, Io 20 40 JOB LA0: 97-373 F1ELD:DXXf CALC: SAH/CFW CHECK: CFW DRN: SAH
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