HomeMy WebLinkAbout83-1888 - Site PlanACCESS COVERS MUST BE WITHIN 9' MINIMUM. INVERT ELEVArlONS: DESIGN CRITERIA:
-6' OF FINISH GRADE 3' MAXIMUM COVER -
28.6 FIRST 2' TO INVERT AT BUILDING: 25.0 DESIGN FLOW:
- _ BE LEVEL MIN 2' OF PEASTONE INVERT 1N SEPTIC TANK: 24.25 4 BEDROOMS AT 110 G.P.D. PER
-- OR FILTER FABRIC INVERT OUT SEPTIC TANK: 24.0 BEDROOM EOUALS 440 G.P.D.
i" p/AV P/PF - -
_ B- - 3/4' - 1 I/2' DIA, INVERT IN DIST. BOY,: 23.87
25.0 @A �� �; DOUBLE WASHED STONE INVERT OUT DIST. 80X: 23.7 NO GARBAGE GRINDER
_ 24.0 23.7 2' H-20
GAS /
-_27•_25 ♦ BAFFLE 23.87 -P 23.5 - - 21.5 INVERT 1N LEACH CHAMBER: 23.5 _
3 OUTLET 3-500 GAL LEACHING CHAMBERS BOTT014 OF LEACH CHAMBER- 21.5 SEPTIC TANK REQUIRED:
�; - 440 G.P.D. X 2002 - 880 GAL.
D -80X µ'/q' STONE AROUND. 33'. x 25'I x 2'd ADJUSTED GROUND WATER: N/A
1500 G."Ly_pp OBSERVED GROUND WATER: N/A
}}'20 CO SEPTIC TANK PROVIDED: 1500 GAL. MIN.
.
SEPTIC TANK CRUSHED STONE OR BOTTOM OF TESD HOLE sl: 16.5 SOIL ABSORPTION SYSTEM REQUIRED: _
COMPACTED BASE DESIGN PFRC. RATE ( 5 MIN/INCH
o y �J PROF I L E: NOT TO SCALE SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
CONSERVATION NO TES : 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
•�� " '�,`'" ax" ,18.3 _ i `� 1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT PROVIDED: 3-500 GAL LEACHING CHAMBERS
0 1 L O /
FENCE AS REQUIRED BY THE CONSERVATION COMMISSION, W/4' STONE AROUND. A-606 S.F.
l,011 / / THE FENCED WORK LIMIT SHALL CONSIST OF A.CONTIN000S. 606 S.F. x 0.74 - 448 G.P.D. ,8VW2 STAKED. DUG -IN FABRIC SILT FENCE. THE FENCE ,SHALL
REMAIN 1N PLACE UNTIL THE DISTURBED GROUND IS s o / TEST P I T DA rA
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
TOP WATER 2.0 1912ai20lo) -/ SUCH AS STAKED HAYBALES¢IF NEEDED AS D!RECTFD BY THE INDICATES_� INDICATES
PER YAROW7H OVAO SHEET A/ .'� - CONSERVATION COMMISSION'. PERCOLATION _ OBSERVED
TEST - GROUNDWATER
`y
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
TP *1
G(`"S�j
/ 1 SHED To Br: �+(� WETLAND :SIDE OF THE WORK L/MY T.
,�`�raEMov£o 4P/ 0. }IOR(ZON TEXTURE COLOR 26.5
ROOF DRAINS SHALL. BE DIRECTED TO SUITABLY SIZED FILL
a°Wa DRYWELLS FOR STGRMWATER RUNOFF CONIRCL.
ll 12'- 12' 25.5
4. INITIAL SOIL STABILIZATION WITHIN' THE WORK LIMIT A LOAMY IOYR
SHED TO
BE SHALLi'BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR SAND 3/3
r LOAM AND SEED WEATHER PERMITTING. f6 - 25.2
%
LOAMY P
BI�Wi- l_0r 6,3 el. -��n - S. ACCESS FCR DEMOL1T/0N AND CONSTRUCTION SHALL BE VIA SAND518
-
FENCF POS 9.5 � - ,L w THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS 24-- . ....... ...... 24'5
13;4 71'w SFtl UPLAND / AS SHOWN AROUND THE PROPOSED DWELL INC SITE. C It MEDIUM IOYP
SAND 5/8
Ll p2�
6. ALL. DEBRIS SHALL BE LADED FROM THE SITE AS /T IS
_$ -•.'. _ �oaPRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
HANDLING FACILITY. _
-REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE
PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION
•\a COMMI SS ION.
yr
4�
poND.Dp `LOCUS��a; ,
00
LOCUS "v;AP
66fl
h
i pito 5 29 9 ',
2rOp / 5-500 CALL ON
EACHi NG CHAMBERS OP
//iSTONE AROUND
P j
Is j, 0
0 55 -
p
> D -BOX
500 GALLON �!
\ SEPTIC TANK B7
z '�"�• t c 1
D
CATCH BASIN 1
RIM -26.24
1
0 Jo 20 - 40
42'
120--JNO WATER
DATE: OCTOBER 7. 2010
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
_
L £'LEND
E" CB
CONCRETE BOUND
-W--
WATER LINE
O
HYDRANT
--G-
GAS LINE
- OHW-
OVER HEAD WIRES
4
LIGHT POST
-E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEVI,SION LINE
-}-40.4
SPOT ELEVATION
1'-40---
EXISTING CON7'0UR
40
_ PROPOSED CONTOUR
16.5
GENERAL NOTES:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
PURPOSES ONLY.
2. VERTICAL DATUM IS APPROXIMATE NGVD. FOR BENCH
MARKS SET. SEE SITE PLAN.
3. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. O.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.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND O -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR .LEVEL WHEN THERE 1S MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL '016 -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES. -
8. EXISTING CESSPOOLS TO BE PUMPED DRY AND
BACKFILLED.
9. ALL UNSUITABLE MATERIAL (A d 8 HORIZONS}
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
10. 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.
!I. 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.
S / TE PLA/V OL4A/0
77 J MD /A IV MEMOR /A L DR / VE MAP 69 . PARCEL / 0
a o u TH YA A? "0 U "IA
PREPARED FOR.:
E0 WAR 0 F' K% VA /VA GH
35 SOCJTHBUR Y ROAD. CUMBERLAND. RI 02864
SCALE : / " - 20 ' SEPTEMBER 29 . '?0/0
EAGL_.E SUFRVEY I NO, I NC
923 Route 6A
Yarmouthport MA 02675
( 508) 362-8132
( 508) 432-5333
REVISED: OCTOBER 8. 2010
NOVEMBER 4, 2010