PL-2011-00396_0002.tif i
J &L TESTING SERVICE STATE CERTIFICATE NO. C14 0
13623 CR 26 PHONE # (402)426 -4851
BLAIR, NE. 68008 FAX # (402)533 -2046
NAME: Nielsen Construction SOIL TYPE 0" T
ADDRESS; 1730 State St. SILTY CLAY 3" E
Blair, Ne. 68008 SILTY LOAM 6" N
TEST LOCATION: Springridge -Lot 15 SILTY CLAY LOAM If
DATE OF TEST: 05/22111 TO 05/23/11 CLAY LOAM 1 F
SUM OF PERCOLATION RATES: 52.33 SANDY LOAM 1'6" O
SANDY CLAY 1 0
MINUTES PER INCH: 17.44 PRECIPITATION: NONE 2' T
SN: 5231116 10' TEST BORING NONE 2
2 T
FIELD DATA SHEET 2 E j
HOLE 1 HOLE 2 HOLE 3 3' S
TIME FILLI READING I:QS.S FILL READING k0$S FILL READING LQS,S 3'3" T
Si u t u , n 3 '611
';..t . u" , Y�f 6 ,�,r�. ;fix 6
7:10 6 ., , 9 J
7:40 6" 3.50 0, 6" 2.00 1 � tQQ 6" 3.50 SSQ+ 3'9" B
8:10 6" 4.00 2;QQ' 6" 3.00 3 QA 6" 4.00 1 2;00;' 4' O
8:40 6" 4.00 2.OQ 6" 3.50 2 Ot 6" 4.002:QOA 4'3" R
9:10 6" 4.50 1iQ��' 6" 3.50 2 50 6" 4.00 t;QO 4'6° I
9:40 6" 4.50 t� i5Q',.�, 6" 3.50 �2'SQ;fi 6" 4.25 ;7 17,55 7 , 4'9" N
10:10 6" 4.50 1:SOf� 6" 3.755, 6" 4.25 IvT6'2 5' G
10:40 6" 4.75 6" 3.75 6" 4.50 5
11.10 4.75 125;! �. 3.75 2.2�` ,,,: 4.00 '.'2.0.0` 5 W
TOTAL LOSS 13;50 21;5. 5:51) A
6' T
PERCOLATION TEST DATA FILE 6
PERCOLATION READINGS FINAL 30 MINUTE RESULTS 7' R
START END Elapsed Water Level Percolation 7
Time Water Level Time Time(Min.) (Drop In.) Rates(Min. per In.) 8' L
7:10 A.M. 6" 11:10 A.M. 30 1.25 24.00 8'6" E
7:10 A.M. 6" 11:10 A.M. 30 2.25 13.33 9' V
7:10 A.M. 6" 11:10 A.M. 30 2.00 1 15.00 9 E
WASTE DISPOSAL SIZING 10' L•
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 63.0 840 1050 1260 1470 1680 1890
21 -30 250 'i''• 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 j
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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