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60' ROW 600' OFFSET TO ACCESS ROAD SCALE HOUSE /OFFICE MAINTENANCE BUILDING ACTUAL NUMBER OF _ TREES MAY VARY l I I i I I 1 I I I I I r- GASUNE MARKER r..•. -.- -V 125' (TYP FROM ®W -�1 RESIDENTIAL 1 STRUCTURES) PHASE 1 Q I' (APPROX. 23.5 ACRES) CONCRETE BATCH --------------- - - - - -- - PLANT I TEMPORARYI /--- - - - - -- --- - - - - -- -- -`I``I I 'I Ni TOPSOIL BERM FRO MI t : STRIPPING Uu I I 1 I i 1 I II I 1 I I I I I I I I ASPHALT + I t - y I t o r ��- 60' ROW I GRAVEL BATCH PLANT PLANT ------ - -- - - -- - - - -- ' W —A4 r ` - id'1 h I I I I TEMPORARY TOPSOIL W -A3 STOCKPILE TEMPORARY l AGGREGATE CRUSHING AND = HAUL ROUTE SCREENING PLANT PHASE 2 NORTHERN ' - 60' ROW (APPROX. 10.7 ACRES) 1 STRUCTURES IN THIS AREA WILL BE REMOVED CHIPETA WATER DISTRICT EASEMENT 1 Id I1 -------- ®W -AS - h � j111j1 I �J I _ I r CR SETTLING POND 1, i- -0_•_ ,-j_ 1 I fir: -'•:• I W -A6® PHASE 2 SOUTHERN I I (APPROX. 18.4 ACRES) I I SETTLING POND I I I I 25' (TYP. FROM ROW I PHASE 3 AND PROPERTY LINE) (APPROX. 25.7 ACRES) f I W -B2(9 I I W -B1 l I tt �I 1 1 25' (TYP.) : I t PHASE 4 ftl I (APPROX. 28.6 ACRES) I I I 1 I' I I I� I 1 I 1 I 1 I I ' I I 1 _ W -84 .4 ®W -83 I ' 1 II �I � DIVERSION DITCH II FOR PROCESSING WATER l I ' I I �I PHASE 5 I'I I (APPROX. 28.5 ACRES) I I� I I I f. � I I bp ow eta" to -9� W —A7 `1 BERM FROM TOPSOIL STRIPPING 17 i W -A1 Water Monitoring Well Location � CJN LATERAL Well Locations by Greg Lewicki And Associates 11541 Warrington Court Phone (303)- 346 -5196 Parker. CO USA 80133 E -Mail - lewicki7(,,xomcast net HE 20335 f F E RE I� VARIES NOTE: TYPE OF GRASS AND SEED MIXES WILL BE DETERMINED BASED ON RECOMMENDATIONS FROM MONTROSE COUNTY NRCS. -'t f %2T23 Geoloyi, TRIAL TIES CROSS — SECTION OF TEMPORARY BERMS FROM TOPSOIL STRIPPED DURING PHASE 1 NOT TO SCALE PUBLIC GRASS GRASS R.O.W./ EXISTING RESIDENCE ,• , 28' INDUSTRIAL ACTIVITIES NOTE: TYPE OF GRASS AND SEED MIXES WILL BE DETERMINED BASED ON RECOMMENDATIONS FROM MONTROSE COUNTY NRCS. CROSS - SECTION OF TEMPORARY BERMS FROM TOPSOIL STRIPPED DURING PHASES 2 AND 3 NOT TO SCALE NOTES: 1. EQUIPMENT ASSOCIATED WITH PROCESSING FACILITIES AND ACTUAL PLANT LAYOUT MAY BE SUBJECT TO CHANGE AS FIELD CONDITIONS DICTATE. 2. TOPOGRAPHICAL CONTOURS TAKEN FROM UISGS MONTROSE WEST QUADRANGLE AT 20 FOOT CONTOUR INTERVALS AND INTERPOLATED AT 2 FOOT CONTOUR INTERVALS. 3. MINING WILL OCCUR AT 3:1 SLOPE TO PIT FLOOR. 4. NO GROUNDWATER WILL BE ENCOUNTERED DURING MINING. GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) i inch = 200 ft. LEGEND DEC 0 9 = BANKS AND GESSO, LLC. 720 KIPLING ST., SUITE 117 LAKEWOOD, COLORADO 80215 (303) 274 -4277 JOB NO DATE 03023 4/5/03 REC07EI EXHIBIT C -3: MINING PLAN MAP DEC 1 1 2003 HALDORSON & SONS, INC. 61190 FALCON RD. OLATHE, CO 81425 SCALE DRAWN 11' =200' DRF 3 C'. ..' 19. c y c c � n I UFH, �I Skt r o � I� m- ii E m r Z 0 Et°E66 M o iV�00 HALDORSON SAND AND GRAVEL MINE DMG 112 PERMIT APPLICATION MONTROSE COUNTY COLORADO DESIGNED BY APPROVAL REV SHEET of- SECTION LINE PROPERTY LINE MINING LIMITS EASEMENT /ROW EXISTING STRUCTURE PAVED ROAD - - _ - - - -- --- - - - - -- - - - - --- - ------ - - - - -- - - - - -- UNPAVED ROAD ----- - - - - -- - - -- ---------- -----:_____= PROPOSED HAUL ROUTE - - - - ^- -- - - FENCE FIBER OPTIC CABLE - u•u Mo —o-, —oa -- w �.,1 OVERHEAD UTILITIES WATER LINE FIRE HYDRANT - - " - - DITCH CULVERT EXISTING VEGETATION _LANDSCAPED BERM (SEE DETAIL) EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR --� DIRECTION OF MINING m PROPOSED TREE DEC 0 9 = BANKS AND GESSO, LLC. 720 KIPLING ST., SUITE 117 LAKEWOOD, COLORADO 80215 (303) 274 -4277 JOB NO DATE 03023 4/5/03 REC07EI EXHIBIT C -3: MINING PLAN MAP DEC 1 1 2003 HALDORSON & SONS, INC. 61190 FALCON RD. OLATHE, CO 81425 SCALE DRAWN 11' =200' DRF 3 C'. ..' 19. c y c c � n I UFH, �I Skt r o � I� m- ii E m r Z 0 Et°E66 M o iV�00 HALDORSON SAND AND GRAVEL MINE DMG 112 PERMIT APPLICATION MONTROSE COUNTY COLORADO DESIGNED BY APPROVAL REV SHEET of-