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REVISIONS BY <br /> INEER <br /> V) r J <br /> W � � <br /> o- <br /> a <br /> 17 D2� <br /> CLEMENTS OAKRUDGE ESTATES Sl <br /> z C\2 <br /> s �~ ,a GENERAL SOIL PROFILES DATA AND LOCATION <br /> I <br /> nag, I #1 0 -26' BROWN/TAN SANDY LOAM C\2 <br /> 26'-8'+ TO LOAMY SAND, NO L) N <br /> �P f OBVIOUS MOTTLING H <br /> �, ~� #2 VERY SIMILAR TO #1 8'+ EFFECTIVE SOIL Z � O <br /> 10e4 ro _ 10 0 0.i p- <br /> \ , U) <br /> `'�, 1.19 ACRES f #3 SIMILAR TO #1 Q © ' 4 <br /> sa, 8'+ EFFECTIVE SOIL W <br /> 1.55 ACRES aI <br /> Q <br /> #4 SIMILAR TO #1 8'+ EFFECTIVE SOIL W <br /> 17 1 , D 11 H <br /> SLIGHTLY MOIST <br /> " <br /> #.5 SIMILAR TO #1 g'+ EF FECTIVF S111L <br /> I23,3' <br /> b #6 SIMILAR TO #1 81+ EFFECTIVE SOIL_ O co <br /> �. 1.17 ACRES ►I = G\2 <br /> p., C2 <br /> siTE 1 x #7 SIMILAR TO #1 8 + EFFECTIVE SOIL P4 <br /> ,� Hz � 0 <br /> 8 g` <br /> 1z <br /> \ 1.10 ACRES PROPOSED DRAII4AGE EASEMENT #8 0-36+' SILTY CLAY LOAM WITH Q 0 G12 <br /> CHUNKS OF VOLCANIC ASH �C3 <br /> 134313, <br /> V <br /> 1 / go IL 36'--7'8' TIGHT CLAY, CLAY/AND <br /> 10A 0'�° '' 1.11lACRES e 4L 1 too , VOLCANIC ASH LAYERS I <br /> 3A S f / / �° � 0 o r 5�, #9 SIMILAR TO #1 �7 z <br /> % / \ I 1'n 0-6' LOAMY SAND <br /> / \ 14 6' AND DEEPER CLAY SAND AND ASH W <br /> 6f , 1.75 ACRES f <br /> 1.39 ACFFS �,� / n <br /> \ 15 #10 0-56' SILT LOAM 0 <br /> \ / TIGHT COBBLY LOAMz <br /> 1.83 ACRES j / 56'--78`+ W <br /> CTI T LOAM a r <br /> 1.63 ACRES t / , / > <br /> � \ \ ��' 48`-84` SAND/LOAMY Sr��dD � � <br /> #12 0-72' SILT LOAM <br /> 1.034 S 72`-96' SILT LOAM WITH MODERATE <br /> ROOTS TO 7 DEPTH <br /> P4 / Lo <br /> [l2 <br /> ko <br /> 3 � w <br /> 5 <br /> S ± EXPLANATION O A <br /> � rx <br /> �° ay �PI4 PERC HOLE LOCATION <br /> PERCOLATION TEST HOLE RESULTS <br /> ` — s �D a <br /> i2\ PROFILE HOLE LOCAT ION 0�p HOLE DEPTH RATE 66 <br /> l. <br /> 242' 19 <br /> .07 ACRES' _ LEACHFIELD AREA SCALE: 1' = 100' JO F7--� <br /> I 3 42 30 <br /> o, 0 <br /> 4 42' 20,8 a <br /> 1 9' 6.6 <br /> / 1. 5 ACRES f 23,5' 2.1co <br /> P .� � 5. 42' 23 <br /> co <br /> N 89.245• V 1�61' l7U y <br /> till Iu ,� 6, 42r 43 <br /> 42' 38 Q c H Q <br /> 7� <br /> C\2 <br /> 42 10 W 0 w co <br /> z <br /> 15— 4' p' 9, 36' 60 c <br /> � C\2 c <br /> 10, 42' 50 <br /> m CD <br /> 11, 42` 10 W --1 Z �. <br /> O ca <br /> E w <br /> 12. 42' 21 <br /> �3 Cpl 13. 4 2� 7 <br /> 42' 5 <br /> 14. 0 <br /> 15, 42' 12 � <br /> SCALE: AS NOTED <br /> DATE: 2/28/05 <br /> APR 1 8 2005 PROJECT: #17200 <br /> DRAWN BY: KK <br /> �O J <br /> MORIAN CIVIC ENGINEERINGENGINEERINGSHEET NUMBER <br /> OF 1 SHEETS r <br /> L_ <br />