HomeMy WebLinkAbout107 Stratford Lane - Septic Design 4DEPTH
HOR1Z
TEXTURE
SOIL TEST
OTHER
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
DATE OF SOIL TEST MAY 1002_
SANDY LOAM:10YR2/2
100.20- 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
SOIL TEST .DONE BY !zALLET`;ER�NG NEERING
6-34
B
CLEAN SAND
WITNESSED BY ti0_NE
94.30 MA)L
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
T— MM. PITCH 1/8" PER FT.NCH
_9N91i
INSPECTION PORT
`LOAM AND SEED OBSERVATION HOLE 1 ELEV.= 94.10 OBSERVATION HOLE 2 ELEV.= '94.10
..PERCOLATION RATE �< VIN./INCH AT _� INCHES PERCOLATION RATE MIN./INCH IN C3 HORIZON
1 75"
MINIMUM
DEPTH
HOR1Z
TEXTURE
COLOR MOTT.
OTHER
0-6
1/8TO 1/2"
SANDY LOAM:10YR2/2
N PIPE
ROOTS
6-34
B
LOAMY SAND
94.30 MA)L
WASHED STONE
VENT
MINIMUM
MEDIUM SAND
2.5Y7/3
64-74
C2
_ 9203 A41N.
NOT REQUIRED
PER FT.
74-90
C3
MEDIUM SAND
7.5YR6/8
JOB N0, 5406-00
z
1" CU. FT. OF
LOAMY SAND
LOCATION MAP
REVISED�
I
SHEET 1 OF .1
CONCRETE
FLOW LINE
91.30
o
ANCHOR
11.70
10"
"'MIN.
ELEV.
_ _91_15 0'
°
, o
_ 70
89.97
814Q_
GAS
ELEV.
_ 6" SUMP ELEV.L=
90_88
ELEV.
_
BAFFLE
X91—•0g
DISTRIBUTION
BOX
ELEV.,:
4 HIGH
CAPACITY INFILTRATORS WITH
(TO BE PLACED ON FIRM BASE)
-Q
STONE IN AN z
TO BE WATER TESTED
7.87
DEPTH
HOR1Z
TEXTURE
COLOR MOTT.
OTHER
0-6
0/A
SANDY LOAM:10YR2/2
NO
ROOTS
6-34
B
LOAMY SAND
10YR5/8
ROOTS
34-64
C1
MEDIUM SAND
2.5Y7/3
64-74
C2
LOAMY SAND
10YR6/4
SCALE 1" _ 20'
74-90
C3
MEDIUM SAND
7.5YR6/8
JOB N0, 5406-00
90-144
C4
LOAMY SAND
DEPTH
HORIZ.
TEXTURE-
-COLOR - MOTT,.
OTHER -
0-16
A
SANDY LOAM
t0YR2/2 NO
ROOTS
10-30
B
LOAMY SAND
10YR5/8
30-66
Ct
MEDIUM SAND
2.5Y7/3
66-78
'C2
LOAMY SAND
10YR6/4
SCALE 1" _ 20'
78-14
C3
MEDIUM SAND
7,SYR6/8
JOB N0, 5406-00
1500 GALLON 1F MORE THAN ONE OUTLET 11 x 36 X 10 TRENCH FORMATION L
(TO BE PLACED ON FIRM BASE) SOIL ABSORPTION N WELL N A NO WATER ENCOUNTERED AT _44= ELEV. 821 NO WATER ENCOUNTERED 'AT ` 144" ELEV. _ _89-t0
SEPTIC TANK ZONE
3/4" E 1 1/2" CLEAN SYSTEM (SAS) INDEX
DOUBLE WASHED STONE ADJUST
r t+Vc�TCt�
FREE OF
FINES & SILT LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. _ EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS _3�
G1< J[-' NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. _ __,_ __ EXISTING CONTOUR ----00---.- GARBAGE DISPOSAL UNIT --jA4-
NOT
BOTTOM OF TEST HOLE ELEV. _ _8210.- FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW
FINAL CONTOUR, ( 110 GAt./BR./DAY X 3 8R,) -,Ma- GAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY `$¢0 GAL
UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK -15 -09 -
GAL
TOWN WATER —W W SOIL CLASSIFICATION I -
CATCH BASIN (Im DESIGN PERCOLATION RATE «i__ MIN./IN.
GAS LINEGG` EFFLUENT LOADING RATE ..419- GAL/DAY/S.F.
CLEAN OUT C•0.- .LEACHING AREA 44_33 S0: FT.
CESSPOOL C.P. O (11X36)+(47X2XlO/12)
LEACHING CAPACITY (AREA X RATE) MLDQ GAL./DAY
'lam srs> 474.33 X M74
r�cearrs�
H RESERVE LEACHING CAPACITY 15MGAL./DAY
tttxrrew" Hazen'
RD (A)
FO
NOTES:
1. ALL WORKMANSHIP ANDMATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF—17&M9U2RULES AND
REGULATONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
v BIT ASPHALT 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
C ROAD USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
i.BE MORTARED iN PLACE.
4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
5. NO DETERMINATION HAS i.bCEN.MADE AS TO COMPLIANCE WITH
1
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
- � OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
1S TO CALL "OIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER'
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP134____` AS PARCEL 87
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED NTH SAND AS.SPECIFIED IN 310 CMR 15.255:(3).
.t..y
AA OF M4SS4
lNOFAAs�,'4ef ..#' cy,
G7tD1 g v
OX IXp.
i31341� r 4 APPROVED: BOARD OF HEALTH
DATE AGENT
" C.158�PROJ\5406-00 tdwgII5406-00.Q9'02002 SWEETSER ENGINEERING
i
�LVJ
SETUCKET
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PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION.
PROJECT LOCATION , �T �i1G
107 STRATFORDI IN. YARMOUTH
S17= ', GH � ° 6XG
235 GREAT WESTERN ROAD
50$- P. `0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02664
DATE
MAY 2002
SCALE 1" _ 20'
JOB N0, 5406-00
REVISED
LOCATION MAP
REVISED�
I
SHEET 1 OF .1
" C.158�PROJ\5406-00 tdwgII5406-00.Q9'02002 SWEETSER ENGINEERING
i