HomeMy WebLinkAbout144 Driftwood Lane - Site Plan 2.,
ACCESS COVERS MUST BE IftTHIN 1., 9 MINIMUM, I N VER T EL E VA T 1 ONS : DE S l GN R l TER IA: A: GENERA L NO TES
6' OF FINISH GRADE
r F 2' 3' MAXIMUM COVER DESIGN
` RL 107,0 FIRST INVERT AT BUILDING: 103.0 FLOW
/// TO E
rr LJ C 8E LEVEL INVERT 1N SEPTIC TANK: 101.5 4 BEDROOMS AT IID G.P.D. PER 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
;, MIN 2' OF PEASTONE
FDccrrs I r - INVERT OUT SEPTIC TANK: 101.25 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
POND
! nIAM PrP - 3/4" - 1 1/2- D/A. N ARB GRINDER
-J INVERT /N DIST. 80X: 100. 7T
v o c INVERT OUT DIST. 80 III0.6 2. VERSET. CAL SEE S�TEkPLANIS ASS
��L_p3`O /pp,6 {k62. DOUBLE' WASHED STONE 0 GARBAGE
oR/
Cr - y <
GAS v $ �$ 98.5 INVERT IN LEACH CHAMBER: 100.5 SEPTIC TANK REQUIRED.,
ASSUMED. FOR BENCH MARKS
S,!!TPK l pl. BAFFLE 1_O.1J .1' IOD. S
BOTTOM OF Lc'ACH CHAMBER: 98.5
FzqN L{�TUS``, " OUTLET 3-500 GAL LEACHING CHAMBERS 440 G.P.D. X POOx - 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
D-BOX W/4' STO.N'E AROUND. 12.8'■ x 33.5'1 x 2'd ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF, THE SEPTIC SYSTEM SHALL
y I
500 GAL OBSERVED GROUND WATER: N/A c
i CONFORM TO MASS.' D.E.P. :TITLE SAND LOCAL
o SEPTIC TANK6- CRUSHED STONE OR
� BOTTOM OF TEST HOLE 02= 88.4 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
v ` DESIGN PERC RATE f 5 MIN/INCH q ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
i
PROF I L E :NOT TO SCALL SOIL TEXTURAL CLASS = 1 AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
EFFLUENT LOADING RATE - 0.74 GPD/SF
440 GPD / 0.74 GPD/SF 595 S. F, REQUIRED
THAN v" IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL'LOADS.
•.
PROVIDED; 3-500 GAL LEACHING CHAMBERS
L
O��C VIA
P BM. CBiDHFND W/4' STONE AROUND. A-614 S.F. - 5.. ALL SEWER PIPE' SHALL BE SCHEDULE 40 OR
L J JVIH APPROVED EQUAL.
EL-trz.4r 7 6f4 S, F: x 0.74 - 454 G. P, D.
�J 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
j y SO /L TES T P / T DA:TAs PRECASTCONCRETE AND WATERTIGHT: D-BOX'SHALL
�I INDICATES 7_ INDICATES BE WATER TESTED TO CHECK FOR LEVEL WHEN'THERE
�Q PERCOLATION OBSERVED 15 MOPE THAN ONE' OUTLET.
SSB TEST GROUNDWATER
7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'
TP #I TP #2 1-888-DIG-SAFE AND THE LOCAL WATER DEPT,
HORIZON TEXTURE COLORHORIZtlN TEXTURE COLOR
FOR LOCATION OF UNDERGROUND UTILITIES.
/ 0' 102.5 0' 100.4 i
/ Q SANDY IOYR A' SANDY IOYR 8, ALL UNSUITABLE MATERIAL (A d B HORIZONS;
LOAM 3/2 LOAM 3/2 ENCOUNTERED BELOW THE •INVERT OF THE LEACHING
6 102.0 6' ........ 99.9 FACILITY TO BE REMOVED FOR A DISTANCE Ofi;S'
/ 8 LDAMY IOYR SA N4 6/6 SAND 6/6 LOAMY IOYR AROUND AND REPLACED WITH SAND IN ACCORDANCE
36• ........._,._...._.. ......._... 99.5- 48"-......... ....... ..... .... 96..4
WITH TITLE 5.
I C' MEDIUM 2-5Y/ 0E0IUb1 2.5Y
- SAND 7/3 SAND 7f3 9. NO,DETERMINATION HAS BEEN'MADE AS` TO
i - 60- COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONS
IL) TY TO
I TS., SPECIAL
96- .... ... ...... _ ... 94.5 96' 92.4 PERMITS'BOBTAIN
VARIANCES ETC.FORITHISML
PROJECT.
C2 LOAMY 2.5Y C2 LOAMY 2:5Y
SAND 7/2 SAND 7/2 /0. IT SHALL REMAIN,THE CLIENT'S RESPONSIBILITY
FIRM FIRM TO HAVE THE PROPOSED BUILDING FOUNDATION'
T�FifL' jI - OESIGNED`TO ACCOUNT FOR'THE EXISTING GRADE
/
1S0NO NATER 90.0 144' 88.4
I NO WATER AND SOIL CONDITIONS AT THE LOCATION OF THE
/ "
PROPOSED BUILDING.,
DATE: MAY 22. 2003
TEST BY: DANIEL OJALA
L / WITNESSED BY. AMY VONHONE
PERC RATE: ( 2 MIN/INCH
'
cp
,
.. _
qa
i
CATCH BASIN
RIM-103.86 -i 'y
REDIRECT SWAL£
d -
l
Lwr
,
' `•,
< <; _ LOT 1
`'' ,' '.,, /� r---IID"5 \og � \ ' , Q�yo•, �l �c•cf'�.. t �y� RAYf'.o(� ,� � bd, 0� `� -
pG 40.288± S.F. UPLAND
288' S.F. WETLAND 5
iP r 0 0 "coPo 40.576* S.F. TOTAL
3-500 GALLON
. _. ,, 2, _ _. _ ✓ // �ti0 � LEACHING CHAMBE
r F14' STONE AROUND .. 13.
1.400 GALLON L.
$O REMQVAL h �1 'SEPTIC TANK
/ h ; .
r r _ - -
SEE T{' 8. �� � D- BOX _.... _ y t! ' •.
-GUY WIRE
TPO
i GUY POLEQ/ N
BM. CB OH FNA
/ EL-1019.4)
DMNm ,,✓ 38 .00. / 7EPL ,moi /V OF L A IVO
4-4 O RTWO0 0 L ,4 /V ,4 . .3
/ Ic E M P / 2 8. P.�i R CEL /�
PREPARED FDR
` CATCH BASIN
OA V LD /V / (�_:7 \.../ L 4--
HA/VOREN BROS P . Q. SOX /0. "ARV'✓l CH "A 02645
-��
SCAL E ' / " -, 20 A1J(3tJS T / / - 200.3
�rl
' EA0L_E SURVEY f NO, { N
w yt i %yam �xk 923 Route 6A
Yarrnouthport MA. 026-76
362-8132
op 3/Q3 C�GGc.�.. �t�'+!, � { 508 ) . 432-5.333
0 !0 20 40: JOB NO 03-060 FIELD,;.CFW/DAE CALC. SAN GNECK CFW , DRN: SAfd