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JEFFREY L. HAMMES PLOT PLAN <br /> CERTIFIED SOIL TESTING <br /> anCERTIFIED DESIGNING <br /> • CLIENT: W NI- PP.UL.S o IV <br /> L at- , Lfib} 'A ti &OO I rs'o,,,, <br /> SCALE 1" _ tiD' <br /> �1-ot-coeN x = SOIL BORING <br /> �Je ' A' ONE INCH 1 <br /> IF THIS LINE <br /> DOES NOT EQUAL <br /> ?S ONE INCH THEN <br /> • U THIS DRAWING IS <br /> f� 4� NOT TO SCALE <br /> ago �// ` ��� <br /> 3� N <br /> vJ <br /> X4 C . / <br /> 3t � .1 - <br /> / <br /> g" �f PROPOSED 27 X. 7'i <br /> L,ri-v6 ` MOUND DRAINFIELD / <br /> CELL ELEVATION = g7.u ' <br /> ?-o 00 EE.'13�L o,----)tc;4,,3 ) 85 <br /> lCrel <br /> THE AREA OF THE DRAINFIELD AND 15 1...0h A2� <br /> DOWNSLOPE SHALL BE UNDISTURBED. <oLA't1�� <br /> Sr2,2rn WATER--115SM1'L6at-- NO VEHICULAR TRAFFIC ALLOWED.NO <br /> 2 . <br /> EXCAVATION OR COMPACTION OF SOIL <br /> 13 = /6 So 2-G��-e "Ce-P <br /> �,,/ /3;�fcr.� 3' f NOTE: W It to be greater <br /> I <br /> -� / th):n 25 fealt from the septic <br /> �y Gym tG. ndII greater than 50 <br /> C.= gO6 P-19 feet from i�1e drainfield. <br /> y (-_J C./<) •""`"-'-'1 <br /> -1 <br /> f3m Tar or7>EPI}anle Pm 44516/ — — — - —— <br /> L - <br /> lLEHMAN`S ADDITION <br /> .. <br /> 14FL. �'�I. •i � .- i- ..� i1 3__� =� �-. i • a.. T <br /> -- "d' ma I- . '==�'sr d .ir33'�r2c� F ......2.42::::47.2. j,v <br /> -`I SSA I ai rarw tar• .... I I .9 elk.1/^"- aars 1 g'. -r._ I Viii,liar , I' <br /> f4 d 1 M.r.. 1 -rza \ :1-`_'z I y n„3_ -_'.''..\ 1 --'- - -----f.- <br /> I;i 9• N ---"'""-- <_.._.------_ �� re:1C�='nz..1'.a: wr rr 11 s €I` I <br /> •rSroe7rcw..' _. `It ,_.... r ....r �� w e .--;i ,.�. !• <br /> ;. <br /> IF -'Y-'u'-yY _...� ~�� '\ b.�... .A. •d trig �_•<< \j\ "' ^' "-�.,>•`t; Its rl't <br /> s: r.tort nom.,.- 1 DS <br /> (I .-:a`r�z..._ .....Z......, 'A, ___yf. � T\, .y -> <br /> ei� - ,`!—; I._.. r-77,4 _ -- cry Y -.I• <br /> U _v- • <br />