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REVISIONS BY <br /> f <br /> ��,1NEER <br /> W Y � <br /> �y o <br /> p. n <br /> O <br /> CLEMENTS OAKRIDGE ESTATES <br /> H 4 <br /> 0 <br /> se, GENERAL SOIL PROFILES DATA AND LOCATION ca a <br /> Ma& 3 #1 0--26' BROWN/TAN SANDY LOAM <br /> TO LOAMY SAND, NO W U <br /> ❑BVI❑US MOTTLING � Z � <br /> #2 VERY SIMILAR TO #1 8'+ EFFECTIVE SOIL ZZ <br /> '4 _ to <br /> r <br /> ale 1.19 ACRES'+ A <br /> so- #3 SIMILAR TO #1 81+ EFFECTIVE SOIL W <br /> 1.55 ACRES y <br /> t 0 1 #4 SIMILAR TO #1 8'+ EFFECTIVE SOIL W A <br /> SLIGHTLY MOIST <br /> #5 SIMILAR TO #1 8'+ EFFECTIVE SOIL E- <br /> #6 SIMILAR T❑ #1 81+ EFFIECTIVE SOIL Z C1 CO <br /> 1.17 ACRES Cu <br /> l <br /> e WE srfE � #7 SIMILAR TO #1 81+ EFFECTIVE SOIL w � � � <br /> 8, <br /> i <br /> E- <br /> O <br /> � 1.101 CRES PROPOSED DRAINAGE EASEMENT #8 0-36+' SILTY CLAY LOAM WITH 0 N <br /> CHUNKS OF VOLCANIC ASH ko <br /> 3L ti.J <br /> / �r 36"-7'8' TIGHT CLAY, CLAY/SAND <br /> �A�Op° j' 1.1i ACRES 6 ,� 100 VOLCANIC ASH LAYERS EE � <br /> 3 A S + / / A 8 0 59, #9 SIMILAR TO #1 Z I <br /> , 11� 0-6' LOAMY SAND <br /> 14 A� <br /> \ 6' AND DEEPER CLAYSAND AND ASH w <br /> 6 1.75 ACRES + Z <br /> 1.39 ACI ES - i1 <br /> \ #10 0 56" �ILT LOAM <br /> 15 56'-78'+ TIGHT COBBLY LOAM <br /> 1.83 ACRES _ <br /> #11 0-48' SILT LOW1 � <br /> y \ •�� . <br /> 163 ACRES + / \ <br /> � S�- 48'--84• SAND/LOAMY SAND <br /> \ / <br /> #12 0-72` SILT LRAM <br /> 1.03 s 72 -96' SILT LOAM WITH PMODERATE <br /> ROOTS TO 7 DE � <br /> P 4 ��/ ao <br /> z ko <br /> LO <br /> W >-4 <br /> \ i E-1 <br /> wz <br /> V <br /> 3 <br /> • \ 5 s + EXPLANATION --i o A <br /> P14 <br /> � O � <br /> 0 PERC HOLE L❑CATI❑Id <br /> Q <br /> �---� o <br /> � PERCOLATION TEST HOLE RESULTS co 0 <br /> \ — CD12 PR❑FILE HOLE L❑CATIONcy <br /> H❑LE DEPTH RATE c <br /> I 242' 19 W A <br /> _ .07 ACRES LEACHFIELD AREA SCALE; 1" = 100' 1. <br /> 2. 42' 30 E---4 Z <br /> H <br /> P 42" 30 1 w <br /> 0, D <br /> 4.3. 42' 20,8 W V <br /> 1 9` 6.6 <br /> 1. 5 ACRES + 23.5' 2.1 C <br /> s 2 <br /> z s 422 <br /> 3 <br /> ` <br /> 5, <br /> P [� v� <br /> N WE ' V 4 2' 43 <br /> 10061• 1]o y 6' Q <br /> w <br /> 0 ~ E-442` 38 <br /> 7. Q Cfl E- <br /> 42# 10 CD <br /> 8. ! W <br /> 9. 36' 60 O� 0 <br /> � C\2 0 <br /> � o <br /> 11, 42' 10 W CD O Q <br /> H <br /> 12. 4 2' 21 U) Z <br /> O <br /> 13, <br /> 42' <br /> 7 <br /> z <br /> 42" 5 <br /> 14, 0 <br /> 15. <br /> 42' 12 D H Q N <br /> SCALE: AS NOTED <br /> DATE: 2/28/05 <br /> APP 1 8 2005 PROJECT: #17200 <br /> DRAWN BY: KK <br /> MORLAN CIVIL ENGINEERING SHEET NUMBER <br /> 1 <br /> OF 1 SHEETS r <br />