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l_4 <br /> ' � _ <br /> ..i;*. <br /> ♦ ��y .�}�� . <br /> 2 <br /> 6� � � � �� ` <br /> r. ��� ��� <br /> i ' <br /> 4 s'�.�h�' <br /> ��J,5 yil.µ�i��kH+bi.a ���*i:.. O �. <br /> ' � i# �.. <br /> ,� SA�,�` #��� ��S�"�.S ' <br /> _ �� �' ��`4'�r .�S��ta zrt�'.,���� �'�!'.. - <br /> f r �f y e�, �7 '�Y+ '� T' <br /> '- ��,�y�}� ;'E"�s$.Y�d.'n�,. � + y�'4T, �a�`�ae, <br />�y,� � � ":.$ �,o� �r,-,b�','m <br />#�;` �"B�,I�, ��'� .?� <br /> : <br /> , <br /> � k.. ' . . . ..... . � <br /> S�t .'A <br /> !}p <br /> . . .. . . . ' , ' " <br /> � �. <br /> � .r <br /> �.��. .� . .�.. j!. � . .a , . . ..' . <br /> -�' � � ir-�� �� ... <br /> . �i6 ��,�. � <br /> �` <br /> d.. , a�� M�' <br /> .�. ; ' ° . :.:x � <br /> s ! w�"' �$ <br /> `�"� ��{r ��7 ,���Vw :s . r <br />� y � , µ�f''`i Y `' t,, fi; � �r'�� <br />���� � A���Th��ex1stinq absorbtion fie1d��desfiq���rt=�96��`��YO��6������. <br /> :,. <br /> � will continue to function. but on1y for one of the two 1avoratories � <br /> serving the conference building. Anticipated design f1oMr is <br /> approx imate ly 1800 G.P.D. <br /> 6. Ne�► absorbtion field shoNn on drawing C1.2 to reteive a design flow of <br /> 8000 G.P.D. <br /> C. See drawing C�.2 for separation of piping. <br /> 3. Soil Co.�ditions and Treatn�ent Area Required <br /> A. Set percolatio� test results 1n 6ME ConsultanLs Inc. report dated <br /> November 17 1963. <br /> B. Percolation tests T13, 14, 15 and 16 all indicate soil Mith less than 5 <br /> minuLes per inch. <br /> C. Uae .83 Sq. FL. �t field per gallon of ser►aqe flow per da�r. fiis <br /> factor is per state code for the soil type encountered. <br /> D. 8000 x .83 ! 6640 Sq. Ft. mini�um required. More is desi�able to <br /> co�apensate for fiucuations irt flow distributio� and because of the <br /> impact of grading activlties in the absorbtion field area. <br /> 4. Strin9 Septic Tanks ,, <br /> A. Existing System: 1125 x .15 (1800) = 2475 gal. minimum required for <br /> ex'stin9 fteld. Ne wt 11 be leaving l�c+ existing tanks in place Mith a <br /> volume of 2500 gallons; see drawtng C-�.2. ► <br /> 6. Nea Syste+n: 1125 x .75 (8000) � 7125 gal. mininnm� capacity. Plans <br /> indicate Ne Nill be providing 7500 gallons of septic Lank rolume. <br />