HomeMy WebLinkAbout38 Nickerson Farm Way - Septic DesignyARMu
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GENERAL NOTES: DEC 20 0 9- 57 g;
ACCESS .COVERS
1. THIS PLAN IS FOR -THE DESIGN AND CON el V t`� !� 6' OF FINISH G
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. ALL CONSTRUCTION METHODS AND MATERIALS AND 4' PVC
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SCHEDULE 40 o a
BOARD OF HEALTH REGULATIONS. �� 6/S
RAFFL EJ
J. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 10' MIN. f500 GAL
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- SEPTIC TANA
STANDING H-20 WHEEL LOADS.
9. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR PRI
APPROVED EQUAL.�-
1�4
5. BEFORE CONSTRUCTION CALL "DIG -SAFE".
1-600-322-4644 AND THE LOCAL WATER DEPT. `.
FOR LOCATION OF UNDERGROUND UTILITIES.
6. VERTICAL DATUM 1S: ASSUMED
7. FOR BENCH MARKS SET. SEE SITE PLAN.
B. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
.RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
9. 1T SHALL REMAIN THE CLIENT'S RESPONSIBILITY ro/.4f
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE Io1.7,I
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
10. ALL UNSUITABLE MATERIAL lA 6 8 HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING 101.oe 160. e4
FACILITY TO.BE_REMOVED FOR A DISTANCE OF 5' -_
AROUND AND FrPLACFD WITH SAND IN ACCORDANCE
WITH TITLE 5.
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PROPOSED FA ISS VI
0.7+
i 1 FOLLINS e t ♦ / \\ l� �9Q /,
�Lf ►OND i� dy v 1 1 °t�
- •r � 1 1 Ra
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I 1 47.
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LOCUS I Iia.J �♦ ♦♦
i • eAA91 I 1 ♦♦
I Y Y
2 99.8
3 t 9- 60y�
PAVOIDDRI YE
bRENCJI HARK
PK llilL IN ROAD J
d7fR
EL 100. OD
E 6
I1N1TE' 1 PATH .. -
- RAILROAD �.
LOCUS.MAP,
K.
INVERT ELEVATIONS: DESIGN CR I TER I A:
'T BE WITHIN 9• MINIWM. INVERT AT BUILDING: 96,5 DESIGN FLOW. -
)E J' MAXIMUM COVER
FIRST 2' To , INVERT IN SEPTIC TANK: 96.0 >Z
BEDROOMS ATJ1G.P.D. PER
BE LEVEL MIN 2. OF PEASTONE INVERT OUT SEPTIC TANK' 95.75 BEDROOM EOUALS 330 G.P.D.
INVERT IN DIST. BOX: 95.42
3/4' - 1 lie' DIA. NO GARBAGE GRINDER
a WASHED STONE INVERT OUT DIST. BOX: 95.25
° 3 9 3-4'X 8' FLOWDIFFUSORS INVERT !N LEACH CHAMBER: 95.0
SEPTIC TANK REQUIRED:
3 OUTLET W/4' STONE AROUND. 12•X 32' BOTTOM OF LEACH CHAMBER: 94.0
330 G. P. D. X 200- - 660 GAL.
D -Box ADJUSTED GROUND WATER: 99.0
;5.
SEPTIC TANK PROVIDED: 1500 GAL.
6' CRUSHED STONE BASE OBSERVED GROUND WATER: BS.9
BOTTOM OF TEST HOLE •1: 85.4 SOIL ABSORPTION SYSTEM REOUIRED:
I LE: NOT TO SCALE INDEX WELL AIW 247. ZONE DESIGN PERC RATE - 5 MIN/INCH
6/96 - 23.6. 3.1' ADJUSTMENT
SOIL TEXTURAL CLASS - -L-
' EFFLUENT LOADING RATE -� GPD/SF
330 GPD / 0.74 GPD/SF - 446 S, F.
PROVIDED: 3-4'x 6' FLOWDIFFUSORS
W/4'ST0NE AROUND. A-472 S.F.
SO//L TES T PIT DATA®
INDICATES 7 1NDICATES
PERCOLATION - OBSERVED
[[[ TEST GROUNDWATER
f Tp• 1 TPR 2
-------------- �' GRND EL.97.9 GRND EL.
96.6
'-_�♦, i G. W. EL. 65.9 G.W.EL.
N/A .
- N B5•IS'10 E 1 2.� O. HORIZON TEXTURE COLOR 0 HER 97.9 0• HORIZON TEXTURE COLOR OTHER
96.8
�-
3•4'X e' Ft o.DlFFWORS
0
i-'----�,- ►/!' STONE AROfMD i' - -
Is.}• ��- --- -------�\ / J• ............................ 97.7 3' ............................. ......... .......... ,
LOAMY IOYR LOAMY IOYR
- ♦ /� A SAND . - .e_312 SAND 3/2
96 6
LOAMY IOYR D .'LOAMY IOYR
• � r D 9 T •
L?
' ---- ._ - D SAND 4/4 SAND 414 I '
/ _ !
97� - /' 37' 1 ...................' ..............' .......................... 94.8 22'-............................................................. 95.0
----
/ 77 M=I IUM 0 Y COBBLES • SANDY 10 r COMPACT
/ } -I C ! SAkO 714• GPA VEL LOAM 7/1
CI
-. --- - 64' (LOAMY) 54..........................................................
SAND .......•7/4R GRAVELS ...
.......... 9 J
MED
/ C2
/ o ;
144' 85.9 w
% /-- ---------- 150' !20' NO WATER
43*2
\ DErx DATE. JULY 3, 1996
tt
TEST BY:STEPN,EN HAAS
\� IRoroSEo THREE ' as��1---- , . RON CADILLAC J �^
\ BEDROOM DVE.LIxe 221 ^; :��` SEPTIC TANS N WI IhESSp BY: %.�
\ 97.7+ � . o PERC RATE. 2 MI N/I NCH
1j �i
IAL ROUT �
-' t'°s ° 9J,s1 SEP T / C .S Y S TEM O E S / G/V
a X�
38 N / CKER SON FARM WAY gf
SOUTH T,4 R M O U T H. M�4 Z> }j
I I n rI 'L 6,T 7
7.7 * S.F. 91 0 0 CJGL A S SHERM14 /V �
t }
-� P ..O . BOX 938: WEST OENN / S . MA 0267.0
+ N Bd'46'30'W 128.04' ;-L ..-_�, _ A
SCALE: / - 20 JULY 27. /996' *;
CoLn
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GtiL a APPROVEDti
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y/!.37y�', b ro 20. ro J08'ND:.96-305 F/ELD:RVB/PDR CALC: SAH' , CNECK.CFW DRN.. SAlH- -
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