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JEFFREY L. HAMMES PLOT PLAN <br /> CERTIFIED SOIL.TESTING <br /> CERTIFIED DESIGNING - <br /> . PAGE Lt OF CLIENT: W N1- Pi ut S o 1...) <br /> O' : L, Mq. os 13-0D max) <br /> Z) SCA 1.. a D' <br /> �r 4 t <br /> � 1 ('�o: , + ' .�sF'r R r C -ern x = SOIL ORING <br /> ! °ts P�,y°.3 `"/ Ft's." �. -,-.4, L t/ D"S L O 20 ( :OME(NCH C <br /> - -t J IF THIS UNE <br /> rtJ DOES NOT EQUAL <br /> - k ONE INCH THEN <br /> 7•5 ti-:.c.:*�r: r vw THIS DRAWING IS <br /> j --� ;n NOT TO SCALE <br /> f . D i90Y .,ea <br /> • II I ��rn <br /> \` o 4 X`S" <br /> elllP �._ _� ' �� 6 ZO1a �ataE <br /> 1 I I <br /> _.., x 6:001°774-_....._■" p <br /> LILA s. <br /> T - f ; <br /> ' 1 'X S° ` CELL <br /> S <br /> ( ELEV. ) <br /> - s>E ELC ) <br /> -G <br /> Sr I <br /> f�L.� Kr:. I rl- �--�' 1 - Y" 16 S.t..c./ <br /> PROPOSED"3S 'X S°+ �. ! - jn /a,C..-/ <br /> MOUND DRAINFI <br /> CB1.ELEVATION r' V ; _ /3.� /zit. 2-�..,..-<$.0.4.Z. <br /> pcaL/s "Sr. `t� -- I y ct,/i-1-/ ✓=.,i-' <br /> �5. —T --' GI -- Gs; p-7. _./- <br /> ! 1J= <br /> e.....:. 6--'d4. L!a <br /> s/ 5 GO�f�E c r' 1LX E k - _3112.- st 3 <br /> THE AREA OF THE DRAINFIELD AND 1! ; 14 tb yi . <br /> - DONNSLOPE SHALL BE UNDISTURBED. c <br /> NO VEI-IICULAR TRAFFIC ALLOWED_NO - . <br /> EXCAVATION OR COMPACTION OF SOIL . <br /> tLADDI ION <br /> . ' ma .... ....= - • <br /> e <br /> _ - - =mac - <br /> V <br /> 2 _ I tt r47167/21115"".s y"?F-i• <br /> k - �` 1 .T t" , a i C Ii i <br /> g 7fiw i i i i 1 i Es_. - --�_ <br /> N ., P ..—MTh :tf/ -� � i�ti <br /> — — — <br /> �\ F: � I r s� • <br /> a — - t `t <br /> N am, 5 �' FI 1 L <br /> f '+ jai to =2 Y+ ` q • <br /> 14`. �.:b 3 - ��,,'r `i=v_# •1•t t /.,.e S /. it Jam" al <br />