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CIVIL RES'XURCES, LLC <br /> -� <br /> 323 Sth STREET <br /> P.O.Box 680 <br /> _1TH-10--- ------ - __ - F 30 <br /> -GAS ---- ------ -- -- --------=------ -- 416 <br /> -_-- . ------_. s++�-25r00 26rU0 27r00-2e.0 TP-21 . <br /> 4 <br /> P x69 <br /> v !dMlR! <br /> WWW CIVILRESOURCES COM <br /> 41`� 2" p7+ 28.2 $Q H-9 El37.8 <br /> MI <br /> ZD+� TH-11 TP- 24.5 *8 8.9 Imo...,_.._.✓ ;; 1 <br /> t9`� JE- 5� 21.6 <br /> 8.0 <br /> 0 EEC-81 8 <br /> TP-19 . TP-21A <br /> `1xcP TH-12 18.6 29.7 III; Kl wtw,below. HUNT WATER,LLC <br /> Call before you dig. <br /> 13.8 \ 8 I .I I',` 14460 WCR 40 <br /> MW 1 16x� 30.3 I TH-8 1 _I PLATTEVILLE,CO 80651 <br /> s s5 .s <br /> �� 31.3 SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING 970 534 0917 <br /> �h DW-1 19 P-18 g; j,'' .. CONTACT:DHF <br /> 5.0 0° 23.8 EEC-B2 �' %i II <br /> ' STATION INTERVAL SUPPLEMENTAL FINES SPACING OF 4000 <br /> TH-13 29.7 $ _ ST N BEGIN STATION END QUANTITY(CY/LIN FT)w BAGS 01% <br /> $ DW-2 , 0+00 4+00 4.0 <br /> 8 4+00 10+00 3.7 23 J <br /> 10+00 1 4.7 20 Q <br /> 32.8 S 17+00 24+00 4. 22 <br /> ' -. ,��, T <br /> ' ^ % 24+00 29+00 3.1 29 y' <br /> F Fi' <br /> 37.0 TP-14 TP-15 TP-16 Mw 7 TP-17❑ 29+00 38+00 29 CC (n <br /> ITN-1 FILL TO ELEVATION 47M 22.1 ® � 24.1 TH-7 <br /> TP 9B�a EEC-83 $! 26.8 } 36+00 45+8 2.7 ze J Q <br /> ,31.5$ II 45+00 +00 2.2 36 <br /> _...... . I I /. ! z <br /> Z <br /> 01 <br /> f I r o a I 53+00 58+50 2.4 35 J l- <br /> $ TP-10 di9(. '8_. „ S` 58 63+00 3.0 3 J U <br /> TP-9 G <br /> 15.0 TP-12 $ s .T, 63+00 65+10 4.0 22 W m Q <br /> `TH-2, g 'ti - -_.-- UPPLEMENTAL FINES QUANTIlTES ASSUME 35%PASSING THE 200 SIEVE IN THE OVERBURDENS �-- Q W <br /> i h TP-9A z /�'� THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE. Q <br /> APPROXIMATE TOTAL FINES FOR SOIL BENTONiTE IS 21,692 CUBIC YARDS. <br /> EEC-B4 8 K' >� <br /> ?ga ' Z <br /> 20.1 <br /> h \ 479 23.8 8 ` _ <br /> ` 8 SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING <br /> 8 \ � TP-7 <br /> h \\» $ 18.1 w'' %� i STATION INTERVAL SUPPLEMENTAL FINES SPACING OF 4000 LB <br /> 8 21.8 <br /> TH-6 \ / STATION BEGIN STATION END QUANTITY(CYAJN FT)' BAGS a1%(FT) <br /> 38.6 TP-8 <br /> TP-4 8 ^ / 0+00 4+00 6.2 22 <br /> 35.4_-[g j� ','� :i 10+00 5.7 23 4+00 <br /> 1 ep�sl VISIONS <br /> �_5, NO DESCRIPTION DATE <br /> ��, •"65rJo � - 15.5 30+00 17+00 6.7 20 I rw6usxm nW:e <br /> 7 IT <br /> 1p 121161/19 <br /> 17+00 24+00 5.9 22 <br /> S' $ 30.5 64 MW 5 24+00 29+00 4.6 29 <br /> II,I! V8 30.TH-5 ypi•, / <br /> ' 1 M W,q6 9.2 [ x�.'� 29+00 38+00 4.7 29 <br /> 9.3 (UP-2 TIP-6 ,p 38+00 45+00 4.4 28 <br /> ❑ TP-3 21.6 yM1�!,'� cF� I <br /> IIM' TP-1 , / 45+00 53+00 3.7 36 <br /> MW 2 12.8 <br /> I' 53+00 58+50 3.4 35 <br /> I ,aJwwco, TH-4 ..... <br /> - -1- <br /> 11.3 j 6'% 5/ I �. 58+50 63+00 4.4 30 <br /> O"w6'ANCIYW P <br /> 60+ +� 63+00 65+10 6.2 22 <br /> '�ii -. 56 u <br /> "iz_�. ,�,�, - - - _ ____ - _-_---__--__ _ __ __�_____ -SUPPLEMENTAL FINES QUANTITIES ASSUME 25%PASSING THE 200 SIEVE IN THE OVERBURDEN SOILS <br /> -- _ -. --_ - -- - .-r--_.. -�_ _ _ �_ THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE. <br /> APPROXIMATE TOTAL FINES FOR SOIL BENTONITE IS 32,631 CUBIC YARDS. <br /> y <br /> DESIGNED BY:ffiBL DATE:Awlf m.m1 <br /> 9 <br /> DRAWN BY: �_ SCALD <br /> TEST BORING,NUMBER INDICATES OVERBURDEN PERCENT FINER THAN 200 SIEVE. CHECKED BY: S1L AS NOTED <br /> 38.9 JOB NO.: 105.022.02 <br /> UWG NAME D-SLURAv WALL AS BUILT.DWG <br /> L� TEST PIT,NUMBER INDICATES OVERBURDEN PERCENT FINER THAN 200 SIEVE. <br /> 31.5 <br /> 3 <br /> ' INDICATES>35%-'°° SUPPLEMENTAL <br /> h <br /> TH-9 NOTE: FINES <br /> WHERE TWO NUMBERS ARE LISTED,UPPER NUMBER INDICATES SHALLOWER SAMPLE. <br /> 38.9 LOWER NUMBER INDICATES DEEM SAMRER. <br /> SHEET: <br /> 5 <br />