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TEST PIT I TEST PIT 2 TEST PIT 3 TEST PIT 4 TEST PIT 5 TEST PIT 6 TEST PIT 7 TEST PIT 8 TEST PIT 9 TEST PIT 9A TEST PIT 90 TEST PIT 10 TEST PIT 12 <br /> 0 a <br /> CIVIL RESIDURCES, LLC <br /> C 5.9 323 5th STREET <br /> -.0 15.0 P.O.Box 680 <br /> GNP <br /> FREDERICK CO 80530 <br /> 303.83�.1416 <br /> WWW.CIVILRES OURCES.COM <br /> GNP <br /> -200-23 <br /> 2 -200 155 2 <br /> Mc-:.s <br /> GNP <br /> MC MC 8.2 <br /> MC 7.4 <br /> n <br /> s, <br /> 16 HALL-IRWIN CONSTRUCTION <br /> -200 -200 31.5 <br /> -200:338 <br /> LL- <br /> .6 <br /> 301 CENTENNIAL DRIVE <br /> PI 7 <br /> MC 3.2 MILLIKEN,CO <br /> -200 12.8 80543 <br /> 3 CONTACT: 970-587-7200 <br /> -200 <br /> MC <br /> 9.3 GNP <br /> DO 122.4 <br /> MC 3 0 C 3.6 <br /> M <br /> 33 200 26 <br /> -200 8 <br /> MC 11.0 MC-:.3 <br /> -200 9.2 GNP <br /> MC-Z 15 <br /> .9.0 <br /> -200 <br /> 4 ) 4 M Lu <br /> C 1.7 <br /> -200-3.7 <br /> MC-7.1 <br /> -200-35.4 <br /> 5 5 > <br /> q MC 2.8 Q� <br /> MC- -200 6.8 Lu 0 <br /> Q9 <br /> 2-1 0 200 13.S <br /> < <br /> 6 U- <br /> T <br /> C) 0 <br /> U-1 u <br /> I-_ <br /> 7 7 < <br /> 0 8 16 <br /> VERTICAL SCALE <br /> IN FEET <br /> TEST PIT 13 TEST PIT 14 TEST PIT 15 TEST PIT 16 TEST PIT 17 TEST PIT 18 TEST PIT 19 TEST PIT 20 TEST PIT 21 TEST PIT 2 1A <br /> 0 0 NOTES: <br /> DO <br /> DO 1. TEST PITS WERE EXCAVATED MARCH 14,2018 <br /> MC WITH A JOHN DEERE,RUBBER WHEELED BACKHOE. REVISIONS <br /> -6.6 -200 18.6 LINES BETWEEN MATERIALS REPRESENT NO DESCRIPTION DATE <br /> APPROXIMATEBOUNDARIES BETWEEN TYPES. <br /> M <br /> DO )a <br /> DO DO )01 <br /> DO DO >01 <br /> D'0 Do <br /> MC 5.8 MC <br /> .,1 -2 0 23.8 GNP TRANSITIONS MAY <br /> BE GRADUAL <br /> -200-22.1 Pl�4 <br /> 14C <br /> 3. LL 19 2. TOPSOIL VARIES BETWEEN 6-INCHES TO 1.5-FEET <br /> -20 -24 <br /> MC-7.2 THICK. <br /> MC -200=30.3 <br /> GNP .yt MC-8 <br /> -200 .0 <br /> PI 6 3. ELEVATION S ARE ESTIMATED FROM <br /> -20. 37.8 GNP <br /> LL 23 4 pi <br /> TOPOGRAPHICAL MAPPING AND SHALL BE <br /> �A <br /> LL=23 CONSIDERED APPROXIMATE. <br /> CD <br /> MC-7.7 v" <br /> MDD:118. <br /> 9 <br /> -200-17.5 0MC10.2 <br /> P2 MC5.3 2 <br /> -200=35.3 <br /> a <br /> CD <br /> MC 1.5 <br /> -a -200 <br /> TP-19 <br /> TP-20 TP-21 <br /> 3 3 TP-21A <br /> MC=1.5 TP-18 <br /> -200 <br /> -6.5 TP-13 <br /> cl <br /> TP-14 TP.17 <br /> DESIGNED BY: NJILl DATE:A�W�io. la <br /> TP-15 <br /> TP-16 <br /> TP DRAWN BY: SCALE�AS NOTED <br /> -9B <br /> Lu TP-12 CKE <br /> LLJ 4 TP-10 CHE D <br /> TP-11 308 No <br /> MC 2.0 TP-9 TP-9A <br /> -200-9.8 DWG NAME.jl DHF t-d"A., <br /> TP- <br /> Tll <br /> T p4 TP-5 <br /> EXPLORATORY <br /> 0-65 ECEIV 5 n't TP-2 <br /> TEST PIT <br /> > LOGS <br /> MAY 2 2 2018 <br /> FOR LEGEND AND NOTES SEE SHEET 3 NORTH <br /> u- SnEET <br /> W <br /> 6 VICINITY MAP SION OF RECLAMATION 6 (NOT TO SCALE) <br /> 5 <br /> 4iiNNG AND SAFETY <br />