RN-2010-00209_0001 (3).tif WV
J &L TESTING': SERVICE STATE CERTIFICATE NO. C1410
13623 CR 26' ` PHONE # (402)426 - 4851
BLAIR, NE. 68008 FAX # (4D2)533 -2046
NAME: Nielsen Construction SOIL TYP E: 0" T
DDRESS: 1730 State St. SILTY CLAY 3" E.
Blair, No. 68MB S11-TY LOAM 6 N
TEST LOCATION: 13342 Hwy 91 SILTY CLAY LOAM 1 1'
DATE OF TEST: 11/18110 TO 11/20/10 CLAY LOAM 1'3" F
SUM OF PERCOLATION RATES: 45.00 SANDY LOAM 1 d
SANDY CLAY 1'9" d
MINUTES PER INCH: 15.00 PRECIPITATION: NONE 2' T
SN: 11201048 10' TEST BORING NONE 2
2 % 11 T
FIE DATA SHEET 21" E
HOLE 1 HOLE 2 HOLE 3 3' S
TIME FILL READING a FILL READING FILL READING 3'3" T
7.05 6 r.. ^L' °u';�.,tiru "fS c3 di „r7 6 .. .al ,�cri. i ;y °vN` ^1' 6" �.;!f '•'2.:' " : ".j.Y V.'�i�
7:35 6" 3.50 3.00 ,;�: 6" 1.00 ;�a� 3 S
8:05 6" 4.00 6 3.75 6 2,00 "!; 4' d
8:35 6" 4.00 6" 3.50 6" 1 J5 4 R
9:05 6" 4.25 °' 6" 4.00 6" 2,50
9:35 6 4.50 6" 3.75 q ;3 6" 2.25 e�;, 4'S" N
10 :05 6" 4.00 6" 4.00
4.26
6" 3.00 5' G
• •.. ,- �.. � Ra4 . -- ..
1Q35 ' 6 450' ---•' ,'�', ' ,�',,•, -.. 6° 3_'00'• " �r.. c• - , ..
4.50 4.00 3.00 5'6 W
..
TOTAL LOSS ? „ s ►' 5'9" A
r 6' T
PERCOLATION TEST DATA FILE �✓�` '� 6'6" E
6.
PERCOLATION READINGS FINAL 30 MINUTE RESULTS 7' R
START END Elapsed ateC L suet Petcola wn 7'6"
Time Water Level Time Time(Min.) (Drop In.) Rales(Min_ per In.) $' L
7:05 A.M, 6" 11:05 A.M. 30 1.50 20.00 8'6" E
7:05 A.M. 6" 11;05 A.M. 30 2 15.00 J' V
7:05 A.M, 6" 11:05 A.M. 30 3.00 10 -00 9 E
WASTE DISPOSAL SIZING 10' L
SQUARE FEET OF DRAIN FIELD TRENCH REQUIRED FOR A SINGLE FAMILY DWELLING
Pere. Rabe 1 1 2 1 3 4 5 1 6 1 7 1 8 9
In Minutes bedroom Bedroom bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom
Per Inch 200gpd 300gpd 400 gpd 5009pd 6009pd 7 00gpd 800913d 9009pd 10009pd
<5 Systems must be designed with a 12 inch loamy sand liner that would have aA percolation
rate of 15 to 20 minutes Winch and shall be designed at the 11 -20 minute per inch level
5-•10 165 330 495 660 825 980 1155 1320 1485
111-201 210 420-- 630 W.0 1050 1200 ° ' " 1470 " 7690 . 7 1090'
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 1 1320 1650 1980 2310 2540 2970
51 60 350 700 1050 1400 1750 1 2100 2450 2800 3160
>60 Systems must be "aned by a professional engineer. Construction permit needed.
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