HomeMy WebLinkAbout14 Stable Lane - Plan of LandGENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION T
OF THE SEWAGE DISPOSAL SYSTEM ONLY. 1 V
2. VERTICAL DATUM .1S ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
S. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
B. ALL UNSUITABLE MATERIAL (A d B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
9. 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.
10. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
L U C, V O ivif-1 r
ACCESS COVERS MUST BE WITHIN 9' MINIMUM. INVERT ELEVATIONS: DESIGN CRITERIA:
6' OF FINISH GRADE 3' MAXIMUM 'COVER
99.0 FIRST 2' TO INVERT AT BUILDING: 93.5 DESIGN FLOW:
BE LEVEL MIN 2' OF PEASTONE INVERT IN SEPTIC TANK: 93.05 4 BEDROOMS AT 110 O.P.D. PER
INVERT OUT ,SEPTIC TANK: 92.8 BEDROOM EQUALS 440 G.P.D.
4• DIAM P/PEINVERT IN DIST. BOX: 92.1
3/4' - 1 I/2' DIA.
93.5 ' 92.8 /p �• WASHED STONE INVERT OUT,DIST. BOX: 91.93 NO GARBAGE GRINDER
93.05 aAs 92.1 [o
0 90 7. INVERT IN LEACH CHAMBER: 91.53 SEPTIC TANK REQUIRED:
BAFFLE
3 OUTLET 6 HIGH CAPACITY INFILTRATOR BOTTOM OF LEACH CHAMBER: 90.7 440 G.P.D. X 200x - 880 GAL.
' D -BOX CHAMBERS W/3.5't STONE AROUND ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN.
1500 GAL 2-10'r X 25'1 X 10'd OBSERVED GROUND WATER: N/A
SEPTIC TANK 6' CRUSHED STONE BASE BOTTOM OF TEST HOLE #2: 85.7 SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
PROF I L E: NOT TO SCALE SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
8 d9• 440 GPD / 0.74 GPD/SF - 595 S. F..R15OUIRED
S6. F
PROVIDED: 6 HIGH CAPACITY INFILTRATOR
CHAMBERS W/3.5't STONE AROUND. A-600 S.F.
600 S.F. x 0.74 - 444 GPD
LOT 28 SOIL TEST PIT DATA&
34926 3 S.F. INDICATESy INDICATES
pC PERCOLATION OBSERVED
@5S TEST GROUNDWATER
TP •l TP #2
HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
Ex1STIN9 ,,y',�' 0 98.9 0' -- 95.7
LOAMY IOYR
'ILL A
CONCRETE BUNKER �I05.4 ��� �� i�
I^ _- ............ SANO............3/2...
16 ' .........................................I 97.6 9 ' .. 95.0
108.0 ��' --"- i
96.4+ A LOAMY B LOAMY 7.SYR
lOYR
SAND 3/2 SAND 4/6
i- �/
� � 24• 96.9 32' ...................................... 93.0
----- 6HIBHCAPACITY INFILTRATOR B LOAMY 7. SYR CI MEDIUM 10YR.•
" �- CHAMBERS W/3.5•+ STONE AROUND SAND 4/6 SAND 6/8
/o - � � / 9 � / i 48•�.......... r-- 94.9 60'
........................
C f MEDIUM IOYR
TP f TP •�,-Ia -! I SAND 6/8
r-
3j�
' ® / /a] K .:+ 91.8 1
�' I �iiiSSR Hso° aAt � I L-
I.!' 41A,rgr i' P I ID -4 SEPTIC TANK
99.7+ m /� 7°l-A'OAV ° f°UR 1 Q
L/1 D-e9z yJ,DF 132• NO WATER 87.9 120' NO WATER 85.7
\ I DATE: JUNE 23. 1998
i i' o. q\ 1 1 7 30' MAPLE 3
/ h TEST BY: STEPHEN HAAS
tv °�' I ' Ds,e+ a' I ,� ;_ WITNESSED BY: AMY VONHONE
10
+77.4I // ,`6k / PERC RATE: ( 2 MIN/INCH
C / / +
1
10' NOLLY
92.
98.50 � by
24' MAILFK •
''-�r9�
Sot-
-T
CATCH BASIN \
I RIM - 98. I6 \
9N - _
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�''
- r T
(/
TE_ fP L A/V 0,,4- L A /V O
/4 STABLE LA /VET. MAP /O/ . PARCEL G28
O�LP YA RMO U 7 -1 --IR OR T . "A .
------ - V PREPARED FOR
99.6
,9 - T ----------------
I R O B E R T /VIED E/ R O S
1 `',r ?
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I oo RM CVIDH
/_5 CONS 7-A/VC2F A VE. WEST YARMOUTH. MA . 02673
-r9r.r7
y8o279'
20 JULY .2 /998
38 qy
EAGLE SURVEY i NG., I NC
IOO.70 -
`" 123 Route 6A
�BL
MIMI POINT
1004I Yarmouthport, MA. 02675
(508) 362-8132
�`
BM CB/DN
•
\ 1 �/ ( 508) 432-5333
EL •IOJ. II
-
O l0 20 40 JOB N0: 98-075 1 FIELD:SAH/CFW I CALC: SAH/CFW CHECK: CFW I DRN: SAH