HomeMy WebLinkAbout26 Nicholas Drive - Septic System Design_.- ... �--.. .. .nv.,. n n+v?'.f. a w..n't ♦ vT'-. .. R e 4 .3 . sY9fe-.✓. ¢ ,,
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NVER T EL` VA 0 S ;
GENERAL NOTES. 1 E Tl N DESIGN CRITERIA:
ACCESS COVERS MUST
BE,TO FINISH GRADE 9' MINIMUM. INVERT AT BUILDING: 110.0 DESIGN FLOW:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION VENTFIRST 2' TO 3' MAXIMUM COVER INVERT /N SEPTIC TANK: 109.5 3 BEDROOMS AT 110 G.P.D. PER
113.0
OF THE SEWAGE DISPOSAL SYSTEM ONLY, SLOWER - 1S -MIN - INVERT OUT SEPTIC TANK: 709.25 BEDROOM EQUALS 330 G.P.D.
BE LEVEL 16.1 MIN Yxy MIN 2' OF PEASTONE INVERT 1N DIST. BOX: 109,0
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN. FAST • 3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX: 108:83 NO GARBAGE GRINDER
[17�hw PE '
INVERT /N LEACH CHAMBER: 108.6
J. ALL CONSTRUCTION METHODS AND MATERIALS AND 110.0 9d IO' 71�. WASHED STONE BOTTOM OF LEACH CHAMBER: 107.8 SEPTIC TANK REQUIRED:
MAINTENANCE OF THE SEPTIC SYSTEM SHALL 109.5 "` 3 107.8 330 G.P.D. X 20OX - 660 GAL.'
CONFORM TO MASS, D.E.P. TITLE 5 AND LOCAL 4 HIGH CAPACITY INFILTRATOR ADJUSTED GROUND WATER: N/A
3 OUTLET OBSERVED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN.
• D -BOX CHAMBERS W/3,5' STONE AROUND BOTTOM OF TEST HOLE •1: 101.0 SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS. 1500 GAL 2-10'W X 19'1 X 10'd
SEPTIC TANK 6' CRUSHED STONE BASE
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
DESIGN PERC RATE (5 MIN/INCH
FAST READY SOIL TEXTURAL CLASS I ;
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER WATERTIGHT EFFLUENT LOADING RATE 0.74 GPD/SF
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR PR OF I L E: NOT TO SCALE PROVIDED: 4 HIGH CAPACITY INFILTRATOR
CHAMBERS W13.5 *2 STONE AROUND. A-460 S.F.
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 S.F. SOIL TEST P I T DA TA
INDICATES_� INDICATES
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. �� \ PERCOLATION OBSERVED
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. \\ \ TEST GROUNDWATER
FOR LOCATION OF UNDERGROUND UTILITIES. 1 \
8. NO DETERMINATION HAS BEEN MADE AS TO v 0. HORIZON TEXTURE COLOR 112.0
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING IOYR
REGULATIONS, IT SHALL REMAIN THE CLIENTS o 1 \ \ 5/7
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL a 7 1 4 .......................................... 111.7
F
PERMITS. VARIANCES ETC. FOR THIS PROJECT. ; 2I
�1 //1 a�/o \ BM. CB/DH /A LOAMY IOYR
SAND 5/2
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 1 1 \ \ 8' 111.3
•
TO HAVE THE PROPOSED BUILDING FOUNDATION ff 1 i \ \ B
LOAMY IOYR
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE f f I / \ \ SAND 6/8
35 .......................................... 109. 1
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING. fl '� j j \ C I MEDIUM IOYR
I I I \ \ SAND 7/8
48' �
10. INSTALLATION OF FAST UNIT TO BE CERTIFIED BY I rrr.6 \
0 1 \ \
I
FAST REPRESENTATIVE. A YEARLY INSPECTION AND j I \\ \
` MAINTENANCE CONTRACT SHALL BE MAINTAINED WITH
THE FAST REPRESENTATIVE.
11. THIS LOT IS LIMITED TO A 5000 S.F. LAWN.NO WATER
LAWN AREA IS TO BE VERIFIED AND CERTIFIED TO ! 132- 101.0
1 \ 'PE'm •• \ \
THE TOWN BY THE DESIGN ENGINEER FOLLOWING/ 1 \
/ / \ ��F \ \ \ DATE: APRIL 25. 1996
i CONSTRUCTION. +11s.t \l `o \ \ TEST BY: DAVID MASON
/ 1 rEJr HOLE \ \ \
12. THE DWELLING AND SEPTIC SYSTEM 1S LIMITED TO \ �i I ip a° \ \ WITNESSED BY: AMY VONHONE
PERC RATE: (2 MIN/INCH
3 BEDROOMS AS PER THE NITRATE LOADING DEED �r \\6.� _ / D -BOX
RESTRICTION.
FIPpAO.P I12.8 O FAST UNIT tea. `o •y ,%o+ \ \ \ \
kb
Olt
1500 a rSoo OAL
J \ \ FAST READY
1 \\ SEPTIC TANK
S3•A ii Rfdk, `�� i� `� TEST NOL i
1 \\o�?�paffL +,11.7
FAST\BLOWER ,.\ ;P.
J.--110-- _
J ! aOP tD
i • I \
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�-� TWIN BASINS G� \
R/M•99.ro \� "•. ,.• PREPARES FOR
z
S EP H f� / CC / O NE
2 /H FRUEM A VENUE. SOUTH YARMOUTH. MA .
LOCUStkle
1o0.sO b �T Pk tao,V°
CA LE : / " - 2 O MA Y / 3 . / 9 9 8
REVISED: JUNE 10♦ 1998
EAGLE SURVEY I ^NG , INC
923 Route 6A
TAB SOL 020
ELEv 103.38 - P
` ,. Yarmouth ort , MA. 02675
. IOJ.Je i ( 508) 362-8132
(508) 432-5333
LOCUS MAP 0 10 20 40 JOB NO: 98-052 FIELD:CFW/SAH CALC: SAN/CFW CHECK: CFW DRN: SAH