HomeMy WebLinkAbout125 Crowell Road - Septic DesignDESIGN CALCULATIONS 5
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/8R./DAY X I_ 8R.) --DW- GAL/DAY
REQUIRED SEPTIC TANK CAPACITY1109_ GAL.
ACTUAL' SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION _ L_
DESIGN PERCOLATION RATE Ste__ MIN./IN.
EFFLUENT LOADING RATE —A74- GAL./DAY/S.F.
LEACHING AREA 778.33 SO, FT.
(11X60)+(71X2X10/12)
LEACHING., CAPACITY (AREA X RATE) -57UO GAL./DAY
778.33 X 0.74
RESERVE LEACHING CAPACITY -070,195 GAL./DAY
DEPTH
HORIZ
TEXTURE
COLOR
VOTT.
OTHER
0-17
A
LOAMY SAND
10YR2/1
NO
ROOTS
17-33
8
LOAMY SAND
10185/6
_
33-120
C
�
MEDIUM SAND
2.5Y7/4
I I
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER.
0-14
A
LOAMY SAND
10YR2/1
N0.-
ROOTS
14-32
B
LOAMY SAND
10YRS/6
LOC.125 CROELL RD., IAT 1
32-120•
C
MEDIUM SAND
2.SY7/3
PROPOSED SEPTIC DESIGN
RallFzB
FOR . .
cPHEE ASSOCIATES
0
LOC.125 CROELL RD., IAT 1
VEST YARMOUTH, S.
S177=31Z"R ElMcrM="G
e `LOCUS
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 ' SOUTH DENNIS, MASS. 02660
DATE OEC. 9, 2004
SCALE n = 20'
WrIS BAY
t_
j
REV.
MAR. 9, 2005
JOB N0.
_.6055--0
LOCATION MAP
SHEET 1 OF 1