HomeMy WebLinkAbout107 Stratford Lane - Septic Design 3e�.♦.i-..x..v+1^'n-riay.-.r-.^•T.�..-4^+.fi'.^l•!.--.....-.+ate^,. R'va./M'^^_' ue+.. �. T.TF?-nn+-esm.iv+__'+1 .. I .m+e.rrr •,.. r a. -... .v.
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-5
0/A
SOIL ' TEST.
10YR2/2
NO ROOTS
6-34
8'
LOAMY SAND
10YR5/8
20 FT. MINIMUM FROM 'CELLAR
GATE OF SOIL TEST MAY 15 2002
--J`--
1J8" TO 1/2"
MEDIUM SAND
TOP OF FOUNDATION
10 T. MINIMUM FROM SLAB OR CRAWL SPACE
SOIL TEST DONE BY a ETSER ENGIN=ERNG
64-74
C2'
100.20 10 F7. MINIMUM
ELEV. = 100.2_
CLEAN SAND WITNESSED BY -A, V-QhLhQNE
94.30 MAX
WASHED STONE
CONCRETE
covERs
4 y SCHEDULE 40 PVC PIPE
_ ,, , M. ,,,_„ &t -�
INSPECTION PORT
LOAM AND SEED OBSERVATION HOLE' 1 ELEv.=ys4_10 OBSERVATION HOLE 2 ELEV.= 9411
� � _ _ , -- __ PERCOLATION' RATE _ 5 ��-MIN./INCH AL__ 75�' INCHES PERCOLATION RATE ,�S_3 MIN./INCH IN C3 HORIZON.
7.SYR6/8
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-5
0/A
SANDY LOAM
10YR2/2
NO ROOTS
6-34
8'
LOAMY SAND
10YR5/8
ROOTS
34-64
1J8" TO 1/2"
MEDIUM SAND
I
850
64-74
C2'
LOAMY.SAND
10YR6/4
94.30 MAX
WASHED STONE
VENT
MEDIUM SAND
7.SYR6/8
4" CAST IRON PIPE
90-144
"
LOAMY SAND
7.5YR6/8
92.05 VIN.
NOT REQUIRED
SLAB ELEV. 92.70
(OR EQUAL) MINIMUM
y_
?
I CU. FT. OF
LOT 22 - \
PITCH 1/4- PER FT.
r
1g7.38'
1 9 92
AREA 8
-cam G,
t{
CONCRETE
F
m,
'o
ANCHOR
�J
FLOW LINE
91.30
ELEV.
lo" N
91.15 yy
o 0
°
ELEV.
= LEyOEI
o `
_ 0 10
ELEV.
_ $9.97
ELEV. _ �L•i4_
GAS ELEV.
_ X1_05_ 6" SUMP ELEV.
90_68
BAFFLE
DISTRIBUTION
OUTLET
_^
V
BOX
ELEV.
4 HIGH
CAPACITY INFILTRATORS WITH
STONE IN AN
LIQUID
.84$0_
QFPTH
7E
(TO BE PLACED ON FIRM BASE)
87
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-5
0/A
SANDY LOAM
10YR2/2
NO ROOTS
6-34
8'
LOAMY SAND
10YR5/8
ROOTS
34-64
Cl
MEDIUM SAND
2.5Y7/3
Cl
64-74
C2'
LOAMY.SAND
10YR6/4
66-78
74-90
C3
MEDIUM SAND
7.SYR6/8
90-144
C4
LOAMY SAND
7.5YR6/8
DEPTH
HORIZ
TEXTURE
COLOR
. MOTT.
OTHER
0-10
A
SANDY LOAM
10YR2/2
NO
ROOTS
10-30
8
LOAMY SAND`
10YR5/8
Sr=OM? aM? AWG lG
235 GREAT WESTERN ROAD
58— P 0 BOX 713
39803922 SOUTH DENNIS, -MASS. 02660
30-66
Cl
MEDIUM SAND
2.SY7/3:
?
66-78
C2
LOAMY SAND
10YR6/4
JOB NO. 5405-00
78-14
C3
MEDIUM SAND
7.5YR6/8
LSHEET 1 OF 1
4 FEET 14 INCHES- 70 BE WATER TESTED 11' X.36' X 10" TRENCH FORMATION '
5 FEES 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET �ry NO WATER ENCOUNTERED AT -,144= ELEV. _ __82 10 NO WATER ENCOUNTERED AT 144" ` ELEV. _ 82.10
7 FEET 24 INCHES +� T ( E SOIL ABSORPTION WELL ' N/A
SEPTIC IC 1 ANK TO BE PLACED ON FIRM BASOZONE
8 FEET 34 INCHES 3/4" TO 1 1/2" CLEAN INDEX
DOUBLE WASHED STONE SYSTEM (SAS) ADJUST A 1, w
FREE OF FINES do SILT DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. EXISTING SPOT ELEVATION 00x0 NUMBER
OF BEDROOMS 3
�+ �I1 c LEGEND.
SEWAGE DISPOSAL STEM PROF ILL OBSERVED WATER TABLE ( / / ) ELEV, = EXISTING CONTOUR 00---- DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.' _ _$Zl2_ FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW
FINAL CONTOUR (110 GAL/8R./DAY X 5 8R.) _"a- GAL./DAY
I SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY :6-54_ GAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1 `�__ GAL
TOWN WATER —W—W— SOIL CLASSIFICATION
f N DESIGN PERCOLATION RATE SS+� MIN./IN.
CATCH BASIN
! GAS LINE ggkn,/ EFFLUENT LOADING RATE 74_ GAL./DAY/S.F.
C,O. LEACHING AREA 474,_33_ SQ. FT.
CLEAN OUT t 11X38 47X2X10 2 CESSPOOL C.P. Q LEACHING CAPACITY (AREA X RATE) "jpQ GAL./DAY
'_
474
X 0.74NE RESERVE LEACHING C
APACITY �iQ GAL./DAYLA c ,a
FDR NOTES:
1: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
4 TITLE 5 AND THE TOWN OF __j0U1}L—_
d�RULES AND
• � .r _ ` REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
J \ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
co
�120.90• ," \_. - 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
y WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
' s 817' -ASPHALT ! v 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
L ROAD USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. '
4. ANY :MASONARY UNITS t(SW TO BRING COVERS TO GRADE SHALL
I BE MORTARED IN PLACE.
- - /' - - - - - -- - 5. NO DETERMINATION HAS BEEN MADE A5 TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATCN FROM APPROPRIATE AUTHORITY.
I ` ' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
f `' IS TO CALL 'DIG—SAFE AT 1-888-344-7233 AT LEAST 72 HOURS
cn -
PRIOR 70 COMMENCING WORK ON SITE.. .
i ! < 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
IS TO BE BROUGHTCONDITIONS RIOR TO To THE AOTTENNTIOING WORK ON N OF THE DESIGN VARIATION
GN ENGIN ER .
IMMEDIATELY. 1j
1 ^ 8. PARCEL' IS IN FLOOD ZONE 0 1'
9.. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL _ g7
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
" .. : - `. ,_.. ` w _ _ •-
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACE
D NTH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
.PORCH SIA OF IWAv
I pRGpOo 28. 2 tHOFA'AsrS YG
• == . G� - �� OX r9 APPROVED: BOARD OF HEALTH
041 TA
h 1500 GALLON / DATE AGENT
r
s
0' 13011 SEPTIC TANK
/ TEST 2
J
X
LOCO
SETUCKET,
6P
E�OUCE
D. 0ox,
PROJECT LOCATION
WTRt {3Y�
1 22
107 'STRATFORD IN, YARL OU I'F-i
Sr=OM? aM? AWG lG
235 GREAT WESTERN ROAD
58— P 0 BOX 713
39803922 SOUTH DENNIS, -MASS. 02660
SOIL
' LEST 1 R� RI's SAS 36 0
?
SCALE 1" = 20�
JOB NO. 5405-00
REVISED
LSHEET 1 OF 1
LOCATION MAI
I REVISED
y_
'
LOT 22 - \
C,
r
1g7.38'
1 9 92
AREA 8
-cam G,
t{
m,
�J
C• 58 PRO✓ 5406-00 dw 5406-00.OW0 62002 SWEETSER'ENGINEERING
r
F
i
LOCO
SETUCKET,
6P
E�OUCE
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRCTCTIOI�
PROJECT LOCATION
WTRt {3Y�
1 22
107 'STRATFORD IN, YARL OU I'F-i
Sr=OM? aM? AWG lG
235 GREAT WESTERN ROAD
58— P 0 BOX 713
39803922 SOUTH DENNIS, -MASS. 02660
DATE NIAY 16, 2002
SCALE 1" = 20�
JOB NO. 5405-00
REVISED
LSHEET 1 OF 1
LOCATION MAI
I REVISED
C• 58 PRO✓ 5406-00 dw 5406-00.OW0 62002 SWEETSER'ENGINEERING
r
F
i