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*�w},e,Ti'y�'}�-X ��i. ���� � ..�.hz �'t'.!` f` a n��, srN�rR7�9.� 4' �� s� TTt."�+a�,''t'�,i(F.,,, � v+m <br /> $' � ' .: `4, k i 'e ,'; � ',"` t :^ t -_ �;`i Y ;- �` �}��Y9 'L� '�t k5� ? - � <br /> .k Jfi� it � � �i 7 z .i i � � - �s- � ��. { �.': i•.r.�.. . <br /> �t rAT p' � �'� � '��,y ;r. ��,�scrt'.� fi +��r:� . <br /> �-.t'�+A r�'�77 ' ��.a`''$.°ks �r,�C't'� i ,e .-„i 1� 1'.'i'n ��."• t "'- ,`�'i •{w � �� <br /> �j�, X'��` �r f� t�a:��'!�r k� ��'*�—�rrp�`°; i��.�" �Y`^st;�bi ld � �# ! '! .__.... . �..... ....._._...r_�-_�_.....,.w.r <br /> �"'�'���.���i�'.�� � i� � ._ .. .. . . _-.__ . . ._ .. ._ ......-....... .-.. <br /> rGGsi v.a a�3t�$3$i.rd �r^�::e��v Sjs�.F,:�� ..zm � <br /> y � <br /> �y� ` ' .� ::.� <br /> �S . . . � ,y. <br /> `fS , , ti <br /> � � <br /> �;sa <br /> . 'k <br /> 'ds ' <br /> �� STT'� �tiAi�II�°t TIOlv P,3£�QRT <br /> '�• LOT 2, BLOCK 1 <br /> `'�;'�.� OROI;O ORCIiA�DS HIG�r'L;iDS <br /> :.*� <br /> � 7-21-F1 <br /> On July 17-18, l�til six percolation holes were tested and three <br /> ` soil borings taken on the above lot. The holes �rere tested ir� an area <br /> below th� proposed hoase ar.d at lea�t 7� �eet up i'roM the me.rsh. The <br /> holes were c?:z� 3�Yeet ueep at �he upper level and 2.5 foet deep at <br /> the lower le�ei. to te::t i'or a shallow trench system, sinr,e bette^ <br /> soils existed near the top and Q high water table er.ists near tha <br /> ; marsh. The percolatior� 'r.oles were dug 6 inch�;s in dia,:,eter to the ' � � <br /> fall depth whi1Q the �oil borin�s were dug h inches in ;�ie^�eter to <br /> the 4 foot deFth and 3 inches in diameter to the ramaining depth. <br /> All holes were du� with bucket ty-ve hand augers. <br /> A 9erS suitable sa.�dy loar. material has been rra�hod dok*n the <br /> slope and deposited in the drainfield aree� over the black loa,;, and <br /> underlyin� clay loa_ms, lnis up~�er m�terial should be utilized so the � <br /> �r',� trenches should be kept about 6"-1� deFp, esaecielly at the lo��er <br /> .�^�`��� � � because all runoff <br /> :=�-: level where the water �able i� higher. �3awever, <br /> ..F;�>,:� <br /> �;;��� water drains toward t'_ze mar�h through tnis area it tiaill be neeessar� <br /> �,,;�,�, <br /> - to divert the �:a1:er b� eitner an interceptor drain or bS gradir.s. <br /> ,�� � , : <br /> �..;. The interceptor casair: could be made Q part of the draintile syster� � <br /> ���'•� around •the house. <br /> ai6� <br /> ��+°�'. The existing ho�ase will be cut about 3 feet into the grond at <br /> �`����� tne lower end which silould eneble gravit� �:o used to the drainf3eld <br /> "`� � feet below the grovnd near <br /> ��.�� <br /> r:=:=:�d ainca the ground levo� there 3.s about 4-�. <br /> _ �ti, <br /> " �s' 'the house. Additional design inform.ation y ollows. If any other quPs- <br /> t;� <br /> ;:�:;*y: <br /> �� _ tions arise, pleAse contact me. � <br /> ���s; <br /> �°�:�'{ti � r <br /> r:m„= <br /> �,:?�';� Sincerel5, <br /> ;:n��''; � P;��COR, Ii;C. <br /> '��� „ A�� ���.,�.� <br /> ��� <br /> Mark S. Gronberg, F'.:•.� � <br /> € <br /> �;�.., � <br /> ;�:, <br /> ;.H.. <br /> t°` ,� � �;'. * .;� <br /> 'A f . _. � . . F�Y�� . ..... . <br />