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<br /> � #6�5 Ringer Subdivision
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<br /> � } Lot 6, Block 1
<br /> Peres PB61 thru PB66. Borings BB61 thru B863. Average perc
<br /> rates at both sites ar� acceptable. Slopes range from 2 to 4$.
<br /> Mottling started at a depth of approximately 2.4 feet, with
<br /> actual water level at 2. 5 to ? .4 ' . A standard mound system
<br /> should he used at both sites.
<br /> Lot 7� Block 1
<br /> Peres PB71 thru PB76. Borings BB71 thru BII73. Slopes average 2-3$ .
<br /> Perc rates were fairly slow, with the secondary si.te being somewhat
<br /> slower than the limit (however, the justification for Lot 5,
<br /> Block 1 also applies ).zerF�) . Actual water level r�inged from 1. 7
<br /> to 3.5 ' wi�h mottling gener.ally below 2. 5 ' . A standard r,iound is
<br /> recommended for both sites.
<br /> Lot 1, Block Z
<br /> Peres PAll thru PA18 . Borings BA11 thru BA:13. Slopes are very
<br /> flat. Mottling was ir�Qicated below 2 . 2 ' with actual water
<br /> ` encountered below 2. O ' . Two secondary sites were tested. All
<br /> �
<br /> sites are acceptable for a standard mound system.
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<br /> �_� � Lot 2, Block 2 �
<br /> �°�5h{` neres PA21 thru PA26 . Borings BA21 thru BA23. Very flat slopes.
<br /> :�ottling occurs at 2 . 0 to 2.4 ' with actual water encountered
<br /> be�ow 2. 4 ' . Perc ra�tes on both sites are acceptable. A mound
<br /> syster� is recommendec3 for both sites.
<br /> Lot 3, Block 2
<br /> - .
<br /> ' Peres DA31 thru PA36 . Borings BA31 thru BA33. Slopes averaged
<br /> 2 to 5�. Mottling s'�arts at a depth of 2.0-3. 5' . Actual water
<br /> level was below 2.5 ' . Perc rates are' �cceptable. Mound sys�ems
<br /> are recommended for both sites.
<br /> Lot 4, Block 2
<br /> Perc� PA41 thru PA46. Borings BA41 thru BA43. Slopes are very
<br /> ���f = flat. Mottling generally was £ound below 2.0 ' , with actual
<br /> �. b:
<br /> �', ��"�.; water level at about 4. 0 ' . Perc rate for primary site is
<br /> �,,µ.��,�M` acceptable; perc rate for secondary site is slightly slow but
<br /> ;����ra
<br /> �;�e;, acceptable for a mound based on the justificatio.i referred to
<br /> ''�'�;;;' for Lot 5, Block 1. I recommend a mound system for both sites.
<br /> �
<br /> Lot 5, Block 2
<br /> Peres PA51 thru PA56. Borings B:�51 thru BR53. Slopes are very
<br /> flat. Mottling occurred below 1. 2 fee� ��ith actual water beio;v
<br /> 4. 0 feet. Perc rates are acceptable for the primary site and
<br /> slightly slow at the secondary site. (Refer to Lot 5, Block 1)
<br /> This lot has the overall worst set of gercolation rates of the
<br /> division. 'However, only two of the peres were taken in the
<br /> topsoil, the others, two of which were very slow, were at depth.
<br /> I recommend that a mound system be used on this site. If peres
<br /> were re-taken in the topsoil, ic is likely they would pass as
<br /> did nearly all others done in this nanner.
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