rn-2011-00067_0004.jpg 1 & CR 2 16 G SERVICE RECEIVE,' STATE CERTIFICATE 0. C1410
PHONE # (402)426-4851
BLAIR, NE. 68008 MAR 18 20il FAX # (402)533 -2046
NAME: John Archer CITY ia0 L'TYFE: 10' T
ADDRESS: 1901 Butler St. NE®RAyCWAY CLAY 9'6" E
Blair, Ne. 68008 SILTY LOAM 9' N
TEST LOCATION: Oak Park -- Ridgeview Dr. SILTY CLAY LOAM 8'6"
DATE OF TEST: 09/12/08 TO 09/13/08 CLAY LOAM 8' F
SUM OF PERCOLATION RATES: 32.91 SANDY LOAM 7'6" O
SANDY CLAY 7' O
MINUTES PER INCH: 10.9; PRECIPITATION: NONE 6'6" T
SN: 9130845 10' TEST BORING NONE 6'
5'9" IT
FIELD DATA SHEET 5'6" E
HOLE 1 HOLE 2 HOLE 3 5'3" S
TIME FILL READING LOSS FILL READING LOSS FILL READING LOSS 5' T
6:30 6" 6" 6" 4'9"
7:00 6" 0.50 5.50 6" 1.25 4.75 6" 1.00 5.00 4'6" B
7:30 6" 0.75 5.25 6" 1.00 5.00 6" 1.25 4.75 4'3" 0
8:00 1 6" 1.00 5.00 6" 1.50 4.50 6" 1.00 5.00 4' R
8:30 6" 1.25 4.75 6" 2.00 4.00 6" 1.75 4.25 3'9" 1
9:00 6" 1.75 4.25 6" 2.25 3.75 6" 2.00 4.00 3'6" N
9:30 6" 2.00 4.00 6" 3.00 3.00 6" 3.00 3.00 3'3" G
10:00 6" 2.25 3.75 6" 3.00 3.00 6" 3.25 2.75 3'
10:30 1 3.00 1 3.00 3.25 2.75 3.50 2.50 2'9" W
TOTAL LOSS 35.50 30.75 31.25 2'6" A
2'3" T
PERCOLATION TEST DATA FILE 2' E
PERCOLATION READINGS FINAL 30 MINUTE RESULTS 1'9" R
START END Elapsed Water Level Percolation 1'6"
Time Water Level Time Time(Min.) (Drop In.) Rates(Min. per In.) 1'3" L
6:30 A.M. 6" 10:30 A.M. 30 3.00 10.00 1' E
6:30 A.M. 6" 10:30 A.M. 30 2.75 10.91 6" V
6:30 A.M. 6" 10:30 A.M._ 30 2.50 12.00 3" E
WASTE DISPOSAL SIZING 0" L
SQUARE FEET OF DRAIN FIELD TRENCH REQUIRED FOR A SINGLE FAMILY DWELLING
Perc. Rate 1 2 3 4 5 6 8 9
In Minutes Bedroom Bedroom Bedroom I Bedroom I Bedroom Bedroom Bedroom Bedroom Bedroom
Per Inch 200gpd 300gpd 400 gpd 500gpd 600gpd 700gpd I 800gpd I 900gpd I 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 1 1400 1 1750 1 2100 2450 2800 3150
>60 Systems must be designed by a professional engineer. Construction permit needed.