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101 9( Sc x 6c 50 40 30 20 10 .0 .. nTUROMETER ANALYSIS SIEVE A ALYSIS IOO 100 MIN ISMN EOMN READINGS 4MIN IMIN 11200 41400U*630*406300 *16 ES o6 *4 . ��e■■■■■u ■i�ie■�ee�i��iie� . ■ ■e■lee ■e ■e ■ ■ 10 I e■■■ ■ ■■■e■�■■r; ■ ■ ■ ■ ■e ■Beal ■■eel I ■� I ■ ■ ■�1, , ■■MEN I I ■e��i I e ■ ■B ■elONE I ■■■e 0 60 I I ■ c 6 I ■ ■ I ■ SO ■ ■ ■ ■ ■ ■ ■1 I ■■■III ■e■■■ 3 I■■■■■iim■■ ONE I le■i■■ I SO 4 ■ ■ ■■e■�e�e■ . ■e■e■ I I I I 40 4 ■eel ■ ■W■ le■1■■ 1 ■ ■ ■■e so ■� ■ i ■■ I ■■eel �� 3 ■ Iel■■■ ■eA ■ ■ ■ ■B ■r TO ■■e e■ lei■ ■ ■�1 ■e ■■i e■■■ ■ ■ee■leu■�a■■ee■e� e■■■■■ ■ ■ ■ ■n'��■■■■■e�: ■■ ■�i� I I I■ 1 � ID ■e ■ ■ 1 I ME ■■ W ■ells I 1 I 0 1 ■■■■M I DIAMETER OF PARTICLE IN MILLIMETERS 152 .: FINE M DIUM COARSE INE 0 S OBBLES -- - -- 0.42 -- `" y`0'r + ✓a rat 19.1 36.1 762 I DIAMETER OF PARTICLE IN MILLIMETERS S ND GRAVEL CLAY (PLASTIC) TO SILT (NON- PLASTIC) FINE MEDIUM N COARSE COE GRAVEL 56% SAND 38% SILT & CLAY 6% SAMPLE OF GRAVEL, SANDY (GIVV -GM) FROM TH -1A AT 3 TO 9 FFFT DFT an 0 10 zo $0 40 SO 0 TO 0 0 DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON- PLASTIC) SAND GRAVEL FINE MEDIUM COARSE FINE COARSE COBBLES GRAVEL 38% SAND 61% SILT & CLAY 1% SAMPLE OF SA NO, GRA VELLY (SP) FROM TH -4A AS GRAB,PIT 29 nTUROMETER ANALYSIS SIEVE A ALYSIS IOO 100 MIN ISMN EOMN READINGS 4MIN IMIN 11200 41400U*630*406300 *16 ES o6 *4 . ��e■■■■■u ■i�ie■�ee�i��iie� . ■ ■e■lee ■e ■e ■ ■ 10 I ■el . ■ ■ ■ ■ ■ ■e ■Beal I ■� I ■ ■ ■�1, , ■■MEN I I ■e��i I e ■ ■B ■elONE I ■■■e 0 60 I I ■ c 6 I ■ ■ I ■ SO ■ ■ ■ ■ ■ ■ ■1 I ■■■III ■e■■■ 3 I■■■■■iim■■ ONE I I SO 4 ■1 I . ■e■e■ I I I I 40 4 NON ■ ■W■ 1 ■ ■FEE 0 so ■ ■ ■1, ■gee I �� 3 ■ ■ee ■eA II■■■■ ■■1F , ■eee�1 TO to e■ lei■ ee■■■■AI/el■■■ ■ ■e ■■i 2 ■ ■ee■leu■�a■■ee■e� e■■■■■ ■■ ■�i� I I I■ 1 � ID ■e ■ ■ 1 I ■■ ■ells I 1 I 0 1 I .002 .003 .009 q9 .037 .074 .149 .297 90 1.19 2.VS 476 9.52 19.1 S8.1 76.2 127 2q 100 I DIAMETER OF PARTICLE IN MILLIMETERS 152 .: FINE M DIUM COARSE INE 0 S OBBLES I . 0 ■�� ■ ■e ■ ■�Ilel■■eeeel. I ■ ■ ■1 . e■1■leeee 0 e■■■■ee•�_,�■eie■ee■ 0 CLAY(PLASTIC) TO SILT (NON-PLASTIC) I SANG I GRgyEL T� uDrrLES I FINE MEDIUM CDAIISE F u , _. ■ ■el��e!�8��MMEN ■� , DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON- PLASTIC) SAND GRAVEL FINE MEDIUM COARSE FINE COARSE COBBLES GRAVEL 38% SAND 61% SILT & CLAY 1% SAMPLE OF SA NO, GRA VELLY (SP) FROM TH -4A AS GRAB,PIT 29 URAVEL 33% SAND 58% SILT & CLAY SAMPLE OF SAND, GRAVELLY, SLIGHTY SILTY (SW -SM) FROM TH -12B AT 8 INCHES TO 14 PIT 29 I 4 I( 9 e 7 6c 5 3c 20 If nTUROMETER ANALYSIS SIEVE A ALYSIS IOO 100 MIN ISMN EOMN READINGS 4MIN IMIN 11200 41400U*630*406300 *16 ES o6 *4 E4R GUAR OPENINGS " 58 I ■i�ie■�ee�i��iie� . . ■e ■e ■ ■ 10 I ■1■el■e � I ■ e ■ I I , TO I 10 I I ■e��i I ■■ ■■yell I ■■■e 0 60 I I ■ c 6 I ■ ■ I ■ SO ■ ■ ■ ■ I ■■ I ■■■III o 3 I■■■■■iim■■ ONE I I SO 4 ■1 I . ■e■e■ I I I I 40 4 NON ■ ■W■ 1 Mile■■■ 0 so ■ells ■gee I 0 3 ■■ II■■■■ , I TO to e■ lei■ ee■■■■AI/el■■■ ■ ■e 0 2 e■■■■■ ■■ ■�i� I I I■ 1 � ID ■e ■ ■ 1 I ■■ ■ells I 1 I 0 1 I .002 .003 .009 q9 .037 .074 .149 .297 90 1.19 2.VS 476 9.52 19.1 S8.1 76.2 127 2q 100 I DIAMETER OF PARTICLE IN MILLIMETERS 152 .: FINE M DIUM COARSE INE 0 S OBBLES I 0 ■ ■ I ■ ■ ■1 . e■1■leeee 0 .001 .002 .005 .009 .019 A 17 .074 .149 .297 590 1.19 38 4.76 9.32 19.1 36.1 76.2 127 200 0.49 2.0 DIAMETER OF PARTICLE IN MILLIMETERS 152 0 CLAY(PLASTIC) TO SILT (NON-PLASTIC) I SANG I GRgyEL T� uDrrLES I FINE MEDIUM CDAIISE F u URAVEL 33% SAND 58% SILT & CLAY SAMPLE OF SAND, GRAVELLY, SLIGHTY SILTY (SW -SM) FROM TH -12B AT 8 INCHES TO 14 PIT 29 I 4 I( 9 e 7 6c 5 3c 20 If 4.annviCE. jcsx, 6F.rvu u4% SILT & CLAY 3% SAMPLE OF SAND, GRA -VELLY (SP) FROM TH -7A AT GRAR_ DFT oa HYDROMETER ANALYSIS SIEVE ANALYSIS IOO SNR 7NR TIME READINGS U.S . STANDARD SERIE SING MIN ISMIN 60MIN NIMIN 4MIN IMIN *200 *100 *50.40030 AR S CLE SQUARE OPENING *I6 *8 * I 3/9' 3/4" I VB" 3" 3 "G "S "0 90 I ■i�ie■�ee�i��iie� . . ■e ■e ■ ■ 10 eo ■1■el■e � I ■ ■ ■ , TO I I ■e��i I ■■ ■■yell I ■■■e 0 60 ■ ■ ■■d I ■ ■ I ■ SO ■ ■ ■ ■ I ■■ I ■■■III I■■■■■iim■■ ONE I I SO 4 ■1 . ■e■e■ I I I ■ ■ NON ■ ■W■ 1 Mile■■■ 0 so ■ells ■gee ■■e■■ ■eeB�%Ie ■■ II■■■■ ■■11, ■■ell: TO to e■ lei■ ee■■■■AI/el■■■ ■ ■e I ■�� e■■■■■ ■■ ■�i� I I■ 1 � ID ■e ■ ■ M�� I ■■ ■ells I 1 I 0 o .001 I .002 .003 .009 q9 .037 .074 .149 .297 90 1.19 2.VS 476 9.52 19.1 S8.1 76.2 127 2q 100 DIAMETER OF PARTICLE IN MILLIMETERS 152 .: FINE M DIUM COARSE INE 0 S OBBLES CLAY (PLASTIC) TO SILT INON- PLASTIC) 4.annviCE. jcsx, 6F.rvu u4% SILT & CLAY 3% SAMPLE OF SAND, GRA -VELLY (SP) FROM TH -7A AT GRAR_ DFT oa 0.42 __ ...- 2.a. --- "- a.ac o.1 aa1 T6.Y DIAMETER OF RIP 0.42 IN MILLIMETERS CL4Y )PLASTIC) TO SILT (NON-PLASTIC) SAND GRAVEL FINE MEDIUM COARSE FINE COARSE Cc GRAVEL 41% SAND 55 %- SILT & CLAY 4% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -9A AT GRAB , PIT 29 D I'D 20 SO 40 0 0 '0 D D 10 Nnf%VrL. 9471 SAND 55% SILT & CLAY 1% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -1 B, PIT 29 ■i�ie■�ee�i��iie� . . ■e ■e ■ ■ ■ ■t1 ■el ■�/ ■■ ■ell ■1■el■e ■ ■ ■ , ■e��i ■■ ■■yell ■■■e ■ ■ ■■d ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■■ ■■■III I■■■■■iim■■ ONE IN ■1 . ■e■e■ ■■■Ill ■ ■ NON ■ ■W■ IN Mile■■■ ■ells ■gee ■■e■■ ■eeB�%Ie ■■ II■■■■ ■■11, ■■ell: e■ lei■ ee■■■■AI/el■■■ ■ ■e ■�� e■■■■■ ■■ ■�i� ■1 I■ ■MEND eel ■e ■ ■ M�� ■U�el ■■ ■ells 0.42 __ ...- 2.a. --- "- a.ac o.1 aa1 T6.Y DIAMETER OF RIP 0.42 IN MILLIMETERS CL4Y )PLASTIC) TO SILT (NON-PLASTIC) SAND GRAVEL FINE MEDIUM COARSE FINE COARSE Cc GRAVEL 41% SAND 55 %- SILT & CLAY 4% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -9A AT GRAB , PIT 29 D I'D 20 SO 40 0 0 '0 D D 10 Nnf%VrL. 9471 SAND 55% SILT & CLAY 1% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -1 B, PIT 29 DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON- PLASTIC) SAND GRAVEL FINE MEDIUM COARS FINE COARSE COBBLE GRAVEL 18% SAND 80% SILT & CLAY 2% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -58 AT 1 TO 14 , PIT 29 Permit Number Class: Permit Sectio /Exhibit f ;7,� - -I y .��A�17 -- �J j� - - -{{ , z�•�s i Class: O RevrsmO Yom- -i+� i Class: O Report ❑ Hydro OGeneml Doc Type: OApplication (Coal only) _ _O Bon_d _ O E_n__cem_ ❑Inspcon THE BRANNAN SAND & GRAVEL CO. 8oex, #4%A,P1r #29 - GRAVEL GRADAT[O TEST RESULTS IIViIIII@ II0V" I0�01Il'14II6I1II2IIIIIIIIIIIII Psgc- 16 of 23 ■i�ie■�ee�i��iie� . . ■e ■e ■ ■ ■ ■t1 ■el ■�/ ■■ ■ell ■1■el■e ■ ■ ■ , ■e��i ■■ ■■yell ■■■e ■ ■ ■■d , ■ell■■■■ ■1 . ■e■e■ ■ ■ ■ ■ ■W■ ■■ ■■ell �� ■gee ■eeB�%Ie ■ee ■■11, e■ ee■■■■AI/el■■■ ■■ ■1 eel ■e ■ ■ ■ ■U�el .: ■ ■ ■ ■ ■ ■1 . e■1■leeee ■!�eele ■eeeel _. ■ ■el��e!�8��MMEN . . . I. DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON- PLASTIC) SAND GRAVEL FINE MEDIUM COARS FINE COARSE COBBLE GRAVEL 18% SAND 80% SILT & CLAY 2% SAMPLE OF SAND, GRAVELLY (SP) FROM TH -58 AT 1 TO 14 , PIT 29 Permit Number Class: Permit Sectio /Exhibit f ;7,� - -I y .��A�17 -- �J j� - - -{{ , z�•�s i Class: O RevrsmO Yom- -i+� i Class: O Report ❑ Hydro OGeneml Doc Type: OApplication (Coal only) _ _O Bon_d _ O E_n__cem_ ❑Inspcon THE BRANNAN SAND & GRAVEL CO. 8oex, #4%A,P1r #29 - GRAVEL GRADAT[O TEST RESULTS IIViIIII@ II0V" I0�01Il'14II6I1II2IIIIIIIIIIIII Psgc- 16 of 23