HomeMy WebLinkAbout3 Ebb Road Proposed Septic Designr w
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ACCESS COVERS Musr BE W/TxlN 9' MINIMUM. { VER T EL EVA T I ONS: DES I GN CR I TER I A : GENERAL NOTES:
6' OF FINISH GRADE 3' MAXIMUM COVER
FIRST 2' TO i VERT OUT SEPTIC TANK: 91.5 DESIGN FLOW:
BE LEVEL /MIN 2' OF PEASTONE I, VERT IN DIST. BOX: 84.77 3 BEDROOMS AT 110 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION;
OR FILTER FABRIC %VERT OUT DIST- BOX: 84.6 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
4•PIAM 0, TEE PURPOSES ONLY.
3/4' - f l/?' DIA. 1 VERT /N LEACH CHAMBER: 84.5
�- 1 4 2• �. DOUBLE WASHED STONE B TTOM OF LEACH CHAMBER: 82.5 NO $ARBAGE GRINDER
r
AS A JUSTED GROUND WATER: N/A
2. VERT/CAL DATUM /S ASSUMED, FOR BENCH MARKS
eAvfLF SEPTIC TANK REOUIRED: SET, SEE SITE PLAN.
z6CRUSHED
OUTLET 2-500 GAL LEACHING CHAMBERS ?SERVED GROUND WATER: N/A 330 G.P.D. X 200x - 660 GAL.
EXISTING D -BOX W/4' STONE AROUND. 12.8'W r 25'1 r 2'd B TTOM OF TEST HOLE •1: 77.1
1000 GAL SEPTIC TANK PROVIDED: 1000 GAL. EX/STING 3. ALL CONSTRUCTION METHODS AND MATERIALS AND
SEPTIC TANK STONE OR MAINTENANCE OF THE SEPTIC SYSTEM SHALL
COMPACTED BASE SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
DESIGN PERC RATE ( 5 MIN/INCH BOARD OF HEALTH REGULATIONS.
PROF I L E: NOT TO SCALE SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
J30 GPD / 0.74 GPD/SF - 446 S.F. REOUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
! THAN 3' IN DEPTH SHALL BE CAPABLE OF W/TH-
1\`II PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS.
W/4' STONE AROUND, A-471 S.F.
• 471 S.F. x 0-74 - 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
y APPROVED EOUAL
-� SOIL TEST PI T DA TA & 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
-y✓ v lunlreres unrPArCc PRECAST CONCRETE OR APPROVED POLYETHYLENE.
IN TEST _ GROUNDWATER
•� TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
BM. CATCH BASIN OUTLET.
RIM -08.45 TP •I TP e2
': 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
53 `�� �\ HORIZON TEXTURE COLOR HO IZON TEXTURE COLOR
O 0' 88.6 0' 90.0
113-53
�3 \ '? _ 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
r I LL r I LL I -OR LUCAIION OF UNDERGROUND U1107IES.
6t 'ti+
� FxIsnN0Voo0 we ! 1 I a tt ''• ?4• .......................... 86.6 l2' ...... .. _...... ............ 89.0
N\ 14' ?,me ` s1.2\ ` ;' 1SEPTIC TAhx 11 1/ t 1t ��PG Q/c LOAMY IOYR A/E LOAMY IOYR 8• EXISTING LEACH PIT TO 8f LOCATED. PUMPED DRY
_rE - IESAND 3/2 SAND 3/2 AND BACKFILLED.
tet' iE^-- .V' •C'�Iar av \ <\ tEAWVT 11 1 1 !I 7
.Coop, B�S,o�"\� �\ � 1 t 46' 64.8 /6' ............ ... ....................... 88.7
$ .. p-eok Wr t B LOAMY IOYR B LOAMY IOYR 9. ALL UNSUITABLE MATERIAL (FILL. A A 8 HORIZONS)
SON,REUOVAL-k- \, TR�Z R 1! 1/ ,,} J 1 SAND 3/6 SAND 316 ENCOUNTERED BELOW THE INVERT OF THE LEACHING
SFE NOTE D.t'
7?' ----•-• .................... 82.6 32'.........................................
67.3 FACILITY TO BE REMOVED FOR a DISTANCE OF S'
\ v I I t 1
Cl MEDIUM IOYR C I MEDIUM IOYR AROUND AND REPLACED WITH SAND IN ACCORDANCE
o 1 i SAND 6/8 SAND 6/8 WITH TITLE 5.
o, , Il LATS 32A s& 33B t m O. 56'
+ / m
+ I TP.I 110 I it 11903 t I'S. F.
t
KITCHEN PORCH ' r 1 138' NO WATER NO WATER
77.1 72' 84.0
31 co vR 1-500 6.ILLON,i/ i I j t DATE: JULY 22. 2009
•VS,iCHf NO CHA'll8£RS i� �� 1 J 1 1
W14' srarYE AR0 W. TOPISONO 1 ff TEST BY: STEPHEN HAAS
17`�__i.� i TUBE. Ec•Do.eo i �I t WITNESSED BY: PHIL RENAUD "
PERC RATE: ( 2 MIN/INCH
1 24'�MAPLE
1 t 0
1
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jN 45011 /
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LEGE
1n CB
_W-
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-G-
-OHW-
_E_
-T-
-CTV
•} 40.4 '..
NCRETE BOUND
TER L 1 NE
DRANT
S LINE
ER HEAD WIRES
GHT POST
DERGROUND ELECTRIC LINE
DERGROUND TELEPHONE LINE
DERGROUND CABLEVISION LINE
OT ELEVATION
ISTING CONTOUR
OPOSED CONTOUR
SEPT / C SYS TEM O -E- S l ( /V
3 EBB ROAD. MAP /0,7. PARCEL -41
YA )q "10 IJ THP n R T AA,d
PREPARED FOR:
P E TE_R V o n VE -E-1\1
P.C. BOX 2594. MARCO / SLAND . FL 34 / 46-2594
SCAL E : / " - 20 SEP TEMBER / 0. 2009
EAGLE SURVEY I NG I NC
923 Route 6A
Yormoothport MA. 02675
( 508) 362-8132
�t1t/ ( 508) 432-5333
JOB N0: 09-043 F1ELD:CFW/EEK CALC: SAH/CFW CHECK: CFWDRN: SAH
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