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� :r "e' u f N ,"•m �.'�� id'$'P�s�i'nw ��� � t�, � <br /> ,f : .- y�. . � ^.._ � � i ��t �r r� ri fi.,^�-,zT `�' <br /> 4 . xs Y4. .. �f' : ' �!'�" � _ � - <br /> .. � � � . . f . , _ fi.X_: 3 A,�n T lr .t :.':1y'c'K �i'�.4 <br /> E. ' � .� ' A°r 3� n..'�"e. .�� J ��'' N �� �S �nN �k ' h ��� H'tr.,'' f� � $t��'•t';, <br /> a'�y a .aif°'.,Y.ch.�>^':a�•...,....„f��.�� -���. �f�..M,�;.��"�ru�..��5�.�'�'�"��;vII3�ru.�i�s�'SS:����.'�.�,"a�.xc.c�.. ��'sX'S tia �� �y°r �.z'�k�ort..� z�. <br /> f <br /> d..�..��a't't" ,�.�[�r�u�r..,L .Z�_... <br /> �i�i <br /> � #6�5 Ringer Subdivision <br /> x, . . Page S <br /> ���`�*��, . <br /> ;�;;,'�� <br /> .� <br /> �w�� <br /> ��.�,::��:�. <br /> ,��.'�•., <br /> � } Lot 6, Block 1 <br /> Peres PB61 thru PB66. Borings BB61 thru B863. Average perc <br /> rates at both sites ar� acceptable. Slopes range from 2 to 4$. <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. <br /> �x =� $,' <br /> .�.�+��a <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. <br /> f. <br /> -f•�,�-.r--rs� � � ���y# �i�`�` ,''�"�� r'�"" �. .� ��� . <br /> - , �: ° 4 � a �4 s�Cw ,. �,�, t..'.b <br /> , Y r �i��x'„ a �. r � �r '�,�Q :r sK�t�w� ,.fi�,x -� m� <br /> �� i �i �� .�"1+ f e �-+ 3 7.�` 9; .�� .�-h �r a �t�+d� ��Y�` �+'�$ },�p (:'y��"� �k � :I� ��.x f,�+a� <br /> • � a, � � �. , n f qT � <br /> r . , g ��. ,/G <br /> - J S v , ��` � , ., .. . � a A. � � 3- f \Y' r� <br /> y / (( y,� f <br /> .v...�C,�' ,rr . ,.v- �.Y' e . . , ,.u�. .. . ..'�srW��� �' _ .,.�;.Ln� _��rnn'�..^�1� $ ,i+�i�4�AS vu+.�l - , �° �� _..s .. L:,� <br />