PL-2012-00000_0001-1.tif l
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J&L TESTING E VICE STATE CERTIFICATE NO. 01410
13623 CIS 26 PHONE # (402)426 --4361
LAIR, CIE. 68003 FAX # (402)633-2046
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NAME: Steve Sorenson SOIL TYPE: 0"
ADDRESS: 14880 Fall River Ln. SILTY CLAY 3 E
Blair, Ne. 68008 SILTY LOAM 6"
TEST LOCATION: 14880 Fall River Ln. SILTY CLAY LOAM 1'
DATE OF TEST": 12/30111 TO 12/31111 CLAY LOAM 1 °3"
SUM OF PERCOLATION RATES: 50.00 SANDY LOAM 1'6"
E-
SANDY CITY 1
MINUTES PER INCH: 16.67 PRECIPITATION: NONE 2' T
SN: 12311143 1Y TE ST BORING NONE 2'3"
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FIELD DATA SHEET 2 E
HOLE 1 HOLE 2 HOLE 3 3'
TIME FILL READING LOSS FILL READING LOSS' FILL READING LOSS 3'3" T
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7:45 6" 6" 6" 3'6"
8:15 6" 3.00 3.00 6" 3.25 275 6" 3.00 3.00 3'9"
8:45 6" 3.50 2.50 6" 3.25 2.75 6" 3.00 3.00 4'
9:15 1 6" 1 3.75 2.25 ' 6" 1 4.00 2.00 6" 3.75 2.25 '; 4 R
9:45 6" 4.00 2.00 6" 4.00 2.00 6" 3.75 2.25
10:15 6" 4.00 2.00 6" 4.00 2.00 6" 175 2.25 4'9" N j
10:45 6" 4.00 2.00 6" 4.00 2.00 6" 4.00 2.00 5'
11:15 6" 4.00 2.00 6" 4.50 1.50 6" 4.00 2.00 5'3°
11:45 4.00 2.00 4.50 1.50 4.00 2.00 5'6"
TOTAL LOSS 17.75 16.50' 18.75' 5'9" A
6 '
PERCOLATION TEST DATA FILE 6'6" E
PERCOLATION READINGS FINAL 30 MINUTE RESULTS T
START END Elapsed Water Level Percolation 7'6"
Time Water Level Time Time(Min.) (Drop In.) Rates(Min. per In.) 8' L
7:45 A.M. 6" 11:45 A.M. 30 2.00 15.00 8 E
7:45 A.M. 6" 11:45 A.M. 1 30 1.50 20.00 9'
7:45 A.M. 6" 11:45 A.M. 30 1 2.00 1 15.00 9 E
WASTE DISPOSAL SIZING 10° L j
SQUARE FEET OF DRAIN FIELD TRENCH REQUIRED FOR A SINGLE FAMILY DWELLING
Perc. Rate 1 2 3 4 5 6 7 8 9
In Minutes Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom
Per Inch 200gpd 300gpd 400 gpd 500gpd 600gpd 700gpd 800gpd 900gpd 1000gpd
<5 Systems must be designed with a 12 inch loamy sand liner that would have a percolation
rate of 15 to 20 minutes per inch and shall be designed at the 11 -20 minute per inch level
5 -10 165 330 495 660 825 990 1155 1320 1485
11 -20 210 420 630 840 1050 1260 1470 1680 1890
21-30 250 500 750 1000 1250 1500 1750 2000 2250
31-40 275 550 825 1100 1375 1650 1925 2200 2475
41 -50 330 660 990 1320 1650 1980 2310 2640 2970
51 -60 350 700 1050 1400 1750 2100 2450 2800 3150
>60 Systems must be designed by a professional engineer. Construction permit needed.
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