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Westwood Professional Services, Inc
<br /> til 7',99 Anagram Drive IA 104 Marty Drive, Ste 3
<br /> PERCOLATION TEST SHEET Eden Prairie, MN 55344 Buffalo,MN 55313
<br /> 612-937-5150 612-682-2587
<br /> FAX 612-937-5822 FAX 612-682-2639
<br /> Test hole location Carriage Hill (Bohland Dev) L c ±' 5
<br /> Depth of hole bottom 12 inches Hole No.: 31 + 3 Z
<br /> Diameter of hole: 6-8 inches Date test hole was prepared: /2/z2198
<br /> Soil Data from Test Hole
<br /> depth, inches soil texture soil color
<br /> see logs
<br /> Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
<br /> Date and hour of initial water filling: f 02 /6!c.1$ Depth of initial water filling 12 above hole bottom
<br /> Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
<br /> Percolation test conducted by: R. Swisse Percolation test started at -k)2.'13
<br /> k)uZ3/%
<br /> Maximum water depth above hole bottom during test:
<br /> 8 inches Date 1/;/[f///;/6
<br /> WATER WATER
<br /> INTERVAL WATER DROP DROP PERC RATE
<br /> TIME// (Minutes) DEPTH (fraction) (decimal) oo CALCULATION
<br /> I 1;�'7 START _ D fv _ /-6, l 7- Z. A
<br /> 2 09 5
<br /> (1; q f 5/f z / 54 /5 3 TIME = DROP = PERC
<br /> 11,�{2 REFILL • _ D q 6 2,6 3--- .57 1?` B
<br /> 12:a 8 ''l S 6 a 5/9; r� /v 0?-63 TIME - DROP = PERC
<br /> 102: rel REFILL O _ t 19 03 16.9 C
<br /> i a; Li Pj, 11(' !�? i I/FJ f,( 3 TIME - DROP = PERC
<br /> t i1 , acR
<br /> (I . Li 4 REFILL
<br /> ,9 _I 3(� 13I8 / 39 -"TIME .- .a OP = ._.261 RC D
<br /> 11:y'/ REFILL D
<br /> 3 ,2'.�►y (4v — Z Z 2TIM DROP = PERC O E
<br /> 122,025_ REFILL D 25 I•IS"— r2o • c) F
<br /> l02', j ZS- _( V 4 I 1/24 I. 2 S TIME - DROP = PERC
<br /> A, B, C B, C, D
<br /> lu'g.'111,E/ABC .\buil&v a,,I AM' 1,, ,,, =„//i(7) Smulles,N of BCD
<br /> x 0.10 x 0.10 =
<br /> \,,„l/,,,a,JAB( .\b,.,//,„c„1 Br'l1
<br /> \,..uIl,.,,".„/.,it _,—;,------------
<br /> x 11 Ill \ ll.Ill
<br /> �,,,,,/h-.,e,,J 1'116:
<br />
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