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� � .,��"��xr�' ( <br />� . �a. �Y / <br /> .'�rp 5�e . 1 <br /> � (+c��� .(,� �" <br /> . � ° �,`( �; <br /> � " . s <br /> �� _ .. <br /> ' 6. A11 �tests�� �"� <br /> �� � <br /> ttcatila�� �t �i"�t�'.-.' � <br /> �A .. , . <br /> sub�itt+�d:�to��''��JI�wCti'ltect�' ��` . , . <br />��� , <br />'� `�z�K�� .y,�.r�,���',� y�.��,� ' � <br /> , >e <br /> �`.��' <br /> C• $ZO��,�.S�A�tdr' ��� �!'�` <br /> and <br /> � an#ho�ft,y�', <br /> at�3�.`=,.�pi�1+��+i�''�3�;:�ti��1'1��i���. _ <br /> A;= �t°..dra�N.n���t��a�a�d�'F�� '�. <br /> � <br /> . .,��������� ��a�,�����'�" "`�"�a�� - <br /> 0.�;�� ���� ;�r,;b����111 ;c�npac�i�g;sh ; <br /> t � . <br /> ev�lry'}thlyd�t if�t�artd�100�ifi�1�c � <br /> _�: � <br /> Subeo�ntr��tcr to `pa�► for tests. R� "�` �:°4f�� . <br /> Arch itect/Eng i neer. �"" �' '"` : <br /> � ,��� <br /> ���,A. � � .�,,,�,;,� �� ,,, <br /> :, :- ` , .�":. ,���� <br /> E. Subcontractor to providr a n�aterial sieve `�analysis i�f course f�1�er � ° �h � <br /> aggregate AASNTO T-88. Test to be taken by an lndependertt testing ldboratory <br /> secured by Lhe subcontractor. copy of the test resulL to be provided to � <br /> Architect/Engineer. <br /> F. The drain field shall be tested by introducing a minimum discharge of 5 <br /> gatlons/minute of clean water into the upstream side of the fteld (septic tank �� <br /> outlet) and observing the performance of the field in the observatlon pipe. The <br /> lest should last for a minimun period of 30 �ninutes and should be observed by <br /> the Architect/Engineer. ' � <br /> - - <br /> , � <br /> � <br /> . � <br /> �•- <br /> ' ��- . <br /> � <br /> � <br /> �. <br /> � <br /> , <br /> 800.002 - SPRING HILL CENTER <br /> Page 02590 - 6 <br /> � <br /> �' .. <br />