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JEFFREY L. HAMMES PLOT PLAN <br /> CERTIFIED SOIL TESTING . —ONEINCH <br /> I <br /> CERTIFIED DESIGNING IF THIS BOX DOES <br /> CLIENT: PAULSON DEVELOPMENT LLC NOT EQUAL ONE INCH <br /> ON ALL SIDES. <br /> THEN THIS DRAWING <br /> IS NOT TO SCALE <br /> ~ 120.48 <br /> BM <br /> IRON PIPE=TOP OF 3l4" 99. 20'DRAINAGE EASEM NT <br /> IR <br /> ELEV.=100.0' SCALE 1" =40' <br /> s' <br /> I- <br /> I —1 PROPOSED FUTURE DRAINFIELD X= SOIL BORING <br /> 97 I b4 I USING EZ FLOW PIPING <br /> 1n 7-3'WIDE CELLS(900 sq.ft.) <br /> 98 `3* r (CELL ELEV.SHOWN BELOW) <br /> 12%II I <br /> 96' <br /> ` I CELL NO. BOT.ELEV.LENGTH <br /> sn' <br /> �` � 1 93.6' 50' <br /> 1�� .� �i 2 93.0' 55' <br /> ` 1 � 3 92.6' 60' <br /> 93'--____ \\I‘ 4 92.3' 50' <br /> ` W 5 91.8' 40' <br /> 2 <br /> \\,.. 6 91.5' 25' <br /> I I 7 90.0' 20' <br /> 1 i .0; ,,, I c \NW' 1 54- -_-. /2.4. 4 7— ,,......, <br /> 1 ei . ' --.\- .v - -V 11c9 ; 6 -- 6 C6 e(^70 <br /> \ lkk <br /> 31b b <br /> N �0 I <br /> 1 f <br /> I D <br /> 49.42' <br /> .16-1. I,i/c IJ15'DRAINAGE EASEMENT <br /> th I ;' <br /> HOUSE <br /> - 1887 S.F. • <br /> il `N • 1 <br /> I __ 1 , ', <br /> I i 1 <br /> 1 '101 &F. <br /> V <br /> 1r-r- <br /> �/'\ i Z <br /> W <br /> I W % <br /> ■ Y4610EVWYJ( w <br /> `'f� 9 W, 1 9 <br /> 4-,„ <br /> 4 a NOTE: Well to be greater <br /> OS, 4 Fg than 25 feet from the septic <br /> O tanks and greater than 50 <br /> N feet from the drainfield, <br /> R,,r <br />