Laserfiche WebLink
REV00NS BY <br /> \WER <br /> d Q <br /> ���315103�1 <br /> CLEMENTS OAKRIDGE ESTATES <br /> H <br /> GENERAL SOIL PROFILES DATA AND LOCATION <br /> 2M,1a r 1 • M <br /> Ilaa #1 0-26' BROWN/TAN SANDY LOAM 0 (\2 <br /> TO LOAMY SAND, NO W U v <br /> ❑BVIOUS MOTTLING � Z � O <br /> #2 VERY SIMILAR TO #1 8'+ EFFECTIVE SOIL <br /> Z W Z <br /> Q <br /> '10 x o � •� <br /> e 1.19 ACRES t #3 SIMILAR T❑ #1 A a � <br /> sQ- 8'+ EFFECTIVE SOIL <br /> 1.55 ACRES -e-4 <br /> 1 0 I #4 SIMILAR TO #1 81+ EFFECTIVE SOIL A �' <br /> SLIGHTLY MOIST N <br /> #5 SIMILAR TO #1 81+ EFFECTIVE SIL F �' <br /> P3 \ <br /> a �3. <br /> r <br /> #6 SIMILAR T❑ #1 8'+ LFF-LCTIVE S❑1L "" O co <br /> 1.17 ACRESG\2 <br /> z 1 - 8'+ EFFECTIVE SOIL <br /> B WE Spq <br /> ^ <br /> - s #7 SIMILAR T❑ #1 W O) <br /> 8, <br /> 12 0-4 <br /> Z <br /> \ / 1.10 ACRES \ PR❑P❑SED DRAINAGE EASEMENT #8 0-36+' SILTY CLAY LOAM WITH A c) C\2 <br /> CHUNKS OF VOLCANIC ASH <br /> �- /• / 1�`�'' 36'-7'8' TIGHT CLAY, CLAY/SAND <br /> A,poA°� 1�A� �1.11 ACRES / ., � ,� ,� �, VOLCANIC ASH LAYERS <br /> 3 A S t / / � 9� I ,� 8 0 5�, IIa� #9 SIMILAR TO #1 H <br /> 0-6' LOAMY SAND <br /> ' 14 6' AND DEEPER CLAY SAND AND ASH W <br /> / 6 f , 1.75 ACRES i ' <br /> W <br /> 1.39 ACRES t '�,�, �• / � � � - �4 <br /> Z <br /> #10 0-56' SILT LOAM L7 <br /> \ / .83 ACRES / 56'-78'+ TIGHT COBBLY LOAM V=l Z11 li <br /> \/\ 1 w <br /> #11 0-48' SILT LOAM C � <br /> 4 5 <br /> *% 1.63 ACRES t / / f., 48'-84' SHif1il�_urii•i r' ��irJL <br /> ` #12 0-72" SILT LOAM <br /> \' 1.034 S 72 -96' SILT LOAM WITH MODERATE <br /> � / <br /> ROOTS TO 7 DEPTHP4 co <br /> � <br /> r Lo <br /> \ E-4 <br /> 5 s t EXPLANATION O Q <br /> .Pia PERC HOLE LOCATI❑N Cy Z <br /> 0 o <br /> 0, 0 PERCOLATION TEST HOLE RESULTS <br /> 0 <br /> \ �12 PROFILE HOLE LOCATION cy <br /> HOLE DEPTH RATE 66 <br /> o <br /> 2 l 4 2' 19 <br /> .07 ACRES LEACHFIELD AREA SCALE 1" = 100' <br /> 2. 42# 30 E--�' Z � <br /> F+2" 30 <br /> z <br /> 0 0 3' w <br /> 42' 2018 0 <br /> a <br /> n � <br /> 4, <br /> 1 91 6,6 �4 U � <br /> 1. 5 ACRES t 23.5' 2,1 Q; w <br /> s z 'I <br /> z P 120 <br /> g <br /> 5. 42' 23 w <br /> N 89'21 IJ 61' Iia L <br /> 1 ,��' 6. 4 2' 4 3 A <br /> Q � h <br /> S 7 42' 38 C\ o <br /> 42' 10 w CD co <br /> 8, w co <br /> 9, 36' 60 Cf) � C <br /> co <br /> C\2 000 <br /> 10, 42' 50 r' <br /> 0 <br /> 42' 10 <br /> 11, w <br /> W O O Q <br /> w <br /> 12. 42' 21 CID <br /> o <br /> 13, <br /> 42' 7 I `a <br /> 42' 5 <br /> 14. Q <br /> 15, 42" 12 <br /> ----- - ------- SCALE: AS NOTED <br /> DATE: 2/28/05 <br /> SPR 1 8 2005 PROJECT: #17200 <br /> DRAWN BY: KK <br /> MORLAN CIVIL ENGINEERING SHEET NUMBER <br /> 1 <br /> OF 1 SHEETS r <br /> l_ <br />