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3- 111 ff
<br />GRAPHIC SCALE
<br />zoo 0 100 200 400
<br />( IN FEET )
<br />1 Inch = 200 ft. MAXIMUM LIMIT OF MINING PERMIT BOUNDARY
<br />(AFFECTED AREA)
<br />NTOUR INTERVAL - 2' X-
<br />SUBJECT SITE LOCATED IN SECTION 19, T9S, R61W
<br />OF THE 6TH P.M. - - - _ —• •� -,— - - '- -- / //
<br />r�irs�irr�% rrrr— rr��rrr>•�rr��rrr�rr�rrr�rrr�r rrrt•rr�rrrr>•r�r>_rr rrT r�rr��rrrr>• ��� �rr�ii�� `r�rrr>— rrr!_r�rr>•rr�rr�rrr�rr
<br />C Gh
<br />- \ EARTHEN BERM INSTALLED AS NEEDED TO
<br />PREVENT RUNOFF TO STOCK WATER POND
<br />I
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<br />/ // /
<br />e -- _ —Mz__
<br />l sTM S�f'A 4 R
<br />rrTrr��rr�ri�rr�rr�rr�lr
<br />ABANDON EXISTING ACCESS
<br />TO NORTH ENTRANCE v /
<br />r=_ -- �: v
<br />—1
<br />• I : MAXIMUM LIMIT I / / �� NIN
<br />\ AFFECTED AREA
<br />OF MNING
<br />PRODUCT (CLAY) STOCKPILE FOOTPRINT 1
<br />\ ✓ \��`� 1 r 1 I (SEE NOTE 7) (APPROX. 60,000 CY.
<br />SURGE CAPACITY TO STAGE FOR HAULING) 11 I
<br />\ \ \ \ p \� ___ O OVERBURDEN A WASTE 11
<br />TRENCH TO INTERCEPT / 1 I EXISTING AND FUTURE ACCESS ROAD
<br />\ � / � �= -= _ � - I AND DIVERT RUNOFF-' 1 ,STOCKPILE 11
<br />� _ - � I 11 WILL BE USED DURING AND AFTER MINING
<br />/
<br />1
<br />\
<br />- J \ \ - - I ( I I (APPROX. 60,000 CY. CAPACITY) 11 ( / CCESS .1p
<br />FOR AGRICULTURAL (GRAZING) A . AT ITS ___ � \ ✓ OPERATOR \ \\``\\\ 1�1 / /( ROAD OAD-TO ,NEEDED WIDTH, DISCRETION, GRADE
<br />1 11I THE ROAD TO A 15 WIDTH, AND PLACE
<br />\ I \ \ \ I \ \\\ MINING WILL START .I
<br />IN APPROXIMATELY
<br />THIS LOCATION AND
<br />ADVANCE! AS SHOWN
<br />BY THE LARGE'
<br />ARROWS] DEPENDING I
<br />ON RESOURCE
<br />I I Ill I II I
<br />l
<br />v A _ AVAILABILITY AND / - ' 4I I `
<br />QUALITY l `
<br />(/ I i WATER QUALITY BASIN
<br />l
<br />(SEE NOTE 6)
<br />•� v �` �V ��� ,- �' ' tit / l �V A / tt i
<br />\
<br />CONTROLLED STO1t ATER RELEASE /• I \ TOPSOIL SS�OCKPILE
<br />�W �' PUMP WATER TO SWA�E TO EVACUATE 1tt
<br />\ , - ti - -- - - - - -(LESS THAN 72 HOUR DETENIIOPI DESIGN) PIT AREAS IN EARLY PH '$ES OF MINING
<br />( I \ \ (APPROX. 2,500 CY. CAPACITY) 1t 1
<br />At
<br />_&1 40 - I, ' , \%,tt 1 I
<br />tt✓
<br />I It
<br />PRASE OUT EXIST] l ACCESS,
<br />TO fACIEITATE MIN
<br />till
<br />SEE NOTE
<br />(
<br />\ \ \ \ 1 \ CATTLE PENS
<br />\ 1 I \ I \ iii � \ \ ` \ \ ♦�. ` \`_��- / All
<br />STORMWATER INTERCEPT TRENCH
<br />\ I
<br />2, =,':1
<br />r— rrr�rrrr>•r�� SECTION LINE
<br />PROPERTY LINE /PERMIT BOUNDARY
<br />— — — — — — AFFECTED AREA
<br />PAVED ROAD
<br />----------------
<br />---------------- -----_ UNPAVED ROAD
<br />---------------- PROPOSED ACCESS
<br />- •.•- ••---- • -•••- - DITCH / WATERWAY
<br />- -. FENCE
<br />- n „u o „u oeU— - o „U OVERHEAD ELECTRIC LINE
<br />EXISTING INDEX CONTOUR
<br />EXISTING INTERMEDIATE CONTOUR
<br />DRAINAGE DIRECTION
<br />NO SCALE
<br />60' WIDE BENCH -
<br />1
<br />1�_/_ 20' MAX. HIGHWALL
<br />60' APPROX. DEPTH
<br />I1 1I
<br />II
<br />ll
<br />11 l
<br />ttl
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<br />\ N;
<br />1
<br />\ 6�/
<br />i
<br />9
<br />� v POINT OF ACCESS, RELOCATED IN
<br />ACCORDANCE WITH ELBERT COUNTY
<br />\ ` ROAD R BRIDGE
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<br />/I I \\ \\
<br />A\
<br />\ ( 1 1 \ \
<br />\ 1
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<br />NOTES:
<br />1. AFFECTED AREA, INCLUDING MINING, LAYOUT, AND
<br />ACCESS ACTIVITIES, WILL BE OVER 200 FEET FROM
<br />ANY PERMANENT MAN MADE STRUCTURES NOT
<br />CONTROLLED BY THE APPLICANT, WITH THE EXCEPTION
<br />OF TWO STRUCTURES NEAR THE ACCESS FROM
<br />COUNTY ROAD 89. BOTH THE COUNTY ROAD AND
<br />OVERHEAD POWER LINES WILL BE SUBJECT TO THE
<br />PROVISIONS OF RULE 6.4.19.
<br />2. THE AFFECTED AREA INCLUDES OPERATIONS TO THE
<br />EAST OF THE MINING AREA. FOR THE PURPOSES OF
<br />THIS PLAN, THE ACCESS ROAD IS INCLUDED IN THE
<br />CALCULATION OF AFFECTED AREA; HOWEVER, THE
<br />ACCESS ROAD IS USED FOR MULTIPLE PURPOSES,
<br />INCLUDING THE EXISTING LIVESTOCK OPERATION TO BE
<br />CONTINUED DURING MINING, AND IS ANTICIPATED TO
<br />REMAIN FOLLOWING THE RELEASE OF THE SITE FROM
<br />RECLAMATION.
<br />3. MINING SLOPES WILL CONFORM TO THE DETAIL ON
<br />THIS SHEET, WITH NO EXCAVATION GREATER THAN 20
<br />FEET IN DEPTH WITHOUT A BENCH AREA. SLOPES
<br />WILL GENERALLY BE MINED FROM EAST TO WEST AND
<br />WILL RESULT IN THE GRADING CONFIGURATION SHOWN
<br />ON EXHIBIT F. THE OPERATOR WILL HAVE THE OPTION
<br />TO IMPLEMENT SLOPS LESS THAN 1:1 AT THE TIME
<br />OF MINING; FINAL SLOPES MAY BE ACHIEVED DURING
<br />MINING.
<br />4. THE OPERATOR WILL ENSURE PROPER TREATMENT OF
<br />STORMWATER, INCLUDING RETURN TO THE REGIONAL
<br />DRAINAGE SYSTEM WITHIN 72 HOURS OF RUNOFF ON
<br />THE SITE. THE SCHEMATIC STORMWATER PLAN
<br />ILLUSTRATED ON THIS DRAWING WILL BE THE BASIS
<br />OF COMPLIANCE MEASURES RELATED TO WATER
<br />QUALITY AND FLOOD CONTROL REGULATIONS.
<br />5. EXISTING ACCESS ROADS WILL BE MAINTAINED DURING
<br />EARLY PHASES OF MINING. MINING ROADS MAY ALSO
<br />PERMIT ACCESS TO WESTERN AREAS OF THE SITE
<br />DURING LATER MINING PHASES. ANY NON- MINING USE
<br />REQUIRING SEPARATE ACCESS MAY UTILIZE BUFFER
<br />AREAS TO DEVELOP NEW ACCESS ON EITHER THE
<br />NORTH OR SOUTH EDGE OF THE PROPERTY.
<br />6. A WATER QUALITY BASIN WILL BE DEVELOPED TO
<br />DETAIN RUNOFF FROM DISTURBED AREAS. DESIGN
<br />WILL BE CONSISTENT WITH ENGINEERING PARAMETERS
<br />FOR A 100 -YEAR STORM EVENT AND WILL ADHERE
<br />TO ALL APPLICABLE PERMITTING REQUIREMENTS. NO
<br />RETENTION OR OTHER IMPACT ON WATER RIGHTS WILL
<br />BE PERMITTED.
<br />7. THE PRODUCT STOCKPILE FOOTPRINT WILL NOT
<br />REMAIN UNDISTURBED FOR LONGER THAN 12 MONTHS.
<br />THE STOCKPILE WILL BE IN CONTINUOUS USE AS A
<br />SOURCE OF CLAY FOR PROCESSING OFF -SITE, WITH
<br />SOME AMOUNT OF TEMPORARY CLAY STORAGE
<br />ANTICIPATED TO OCCUR ON THE PROPERTY AT ALL
<br />TIMES.
<br />Permit Confidential? N DOE I
<br />Class CI sGJ /T Type Segby�
<br />MV# Inspection Date
<br />Doc Date (if na date stamp) -
<br />DocNameR /A/ /f,
<br />From DRMS /Other ;w r-e�e
<br />To DRMS /Other
<br />Recipients
<br />i�
<br />REVISED EXHIBIT C -3: MINING PLAN MAP
<br />PREPARED BY: APPLICANT: PROJECT:
<br />EN BANKS AND GESSO, LLC. THE DENVER BRICK COMPANY KIOWA CLAY MINE
<br />■■ 720 KIPLING ST., SUITE 117 401 PRAIRIE HAWK DRIVE DBMS REGULAR 112 PERMIT
<br />LAKEWOOD, COLORADO 80215 CASTLE ROCK, CO 80109 ELBERT COUNTY
<br />(303) 274 -4277 (303) 688 -6951 COLORADO
<br />JOB NO DATE SCALE DRAWN BY DESIGNED BY APPROVAL REV SHEET
<br />06032 4/16/07 1' =200' DRF PB I 1
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<br />NOTES:
<br />1. AFFECTED AREA, INCLUDING MINING, LAYOUT, AND
<br />ACCESS ACTIVITIES, WILL BE OVER 200 FEET FROM
<br />ANY PERMANENT MAN MADE STRUCTURES NOT
<br />CONTROLLED BY THE APPLICANT, WITH THE EXCEPTION
<br />OF TWO STRUCTURES NEAR THE ACCESS FROM
<br />COUNTY ROAD 89. BOTH THE COUNTY ROAD AND
<br />OVERHEAD POWER LINES WILL BE SUBJECT TO THE
<br />PROVISIONS OF RULE 6.4.19.
<br />2. THE AFFECTED AREA INCLUDES OPERATIONS TO THE
<br />EAST OF THE MINING AREA. FOR THE PURPOSES OF
<br />THIS PLAN, THE ACCESS ROAD IS INCLUDED IN THE
<br />CALCULATION OF AFFECTED AREA; HOWEVER, THE
<br />ACCESS ROAD IS USED FOR MULTIPLE PURPOSES,
<br />INCLUDING THE EXISTING LIVESTOCK OPERATION TO BE
<br />CONTINUED DURING MINING, AND IS ANTICIPATED TO
<br />REMAIN FOLLOWING THE RELEASE OF THE SITE FROM
<br />RECLAMATION.
<br />3. MINING SLOPES WILL CONFORM TO THE DETAIL ON
<br />THIS SHEET, WITH NO EXCAVATION GREATER THAN 20
<br />FEET IN DEPTH WITHOUT A BENCH AREA. SLOPES
<br />WILL GENERALLY BE MINED FROM EAST TO WEST AND
<br />WILL RESULT IN THE GRADING CONFIGURATION SHOWN
<br />ON EXHIBIT F. THE OPERATOR WILL HAVE THE OPTION
<br />TO IMPLEMENT SLOPS LESS THAN 1:1 AT THE TIME
<br />OF MINING; FINAL SLOPES MAY BE ACHIEVED DURING
<br />MINING.
<br />4. THE OPERATOR WILL ENSURE PROPER TREATMENT OF
<br />STORMWATER, INCLUDING RETURN TO THE REGIONAL
<br />DRAINAGE SYSTEM WITHIN 72 HOURS OF RUNOFF ON
<br />THE SITE. THE SCHEMATIC STORMWATER PLAN
<br />ILLUSTRATED ON THIS DRAWING WILL BE THE BASIS
<br />OF COMPLIANCE MEASURES RELATED TO WATER
<br />QUALITY AND FLOOD CONTROL REGULATIONS.
<br />5. EXISTING ACCESS ROADS WILL BE MAINTAINED DURING
<br />EARLY PHASES OF MINING. MINING ROADS MAY ALSO
<br />PERMIT ACCESS TO WESTERN AREAS OF THE SITE
<br />DURING LATER MINING PHASES. ANY NON- MINING USE
<br />REQUIRING SEPARATE ACCESS MAY UTILIZE BUFFER
<br />AREAS TO DEVELOP NEW ACCESS ON EITHER THE
<br />NORTH OR SOUTH EDGE OF THE PROPERTY.
<br />6. A WATER QUALITY BASIN WILL BE DEVELOPED TO
<br />DETAIN RUNOFF FROM DISTURBED AREAS. DESIGN
<br />WILL BE CONSISTENT WITH ENGINEERING PARAMETERS
<br />FOR A 100 -YEAR STORM EVENT AND WILL ADHERE
<br />TO ALL APPLICABLE PERMITTING REQUIREMENTS. NO
<br />RETENTION OR OTHER IMPACT ON WATER RIGHTS WILL
<br />BE PERMITTED.
<br />7. THE PRODUCT STOCKPILE FOOTPRINT WILL NOT
<br />REMAIN UNDISTURBED FOR LONGER THAN 12 MONTHS.
<br />THE STOCKPILE WILL BE IN CONTINUOUS USE AS A
<br />SOURCE OF CLAY FOR PROCESSING OFF -SITE, WITH
<br />SOME AMOUNT OF TEMPORARY CLAY STORAGE
<br />ANTICIPATED TO OCCUR ON THE PROPERTY AT ALL
<br />TIMES.
<br />Permit Confidential? N DOE I
<br />Class CI sGJ /T Type Segby�
<br />MV# Inspection Date
<br />Doc Date (if na date stamp) -
<br />DocNameR /A/ /f,
<br />From DRMS /Other ;w r-e�e
<br />To DRMS /Other
<br />Recipients
<br />i�
<br />REVISED EXHIBIT C -3: MINING PLAN MAP
<br />PREPARED BY: APPLICANT: PROJECT:
<br />EN BANKS AND GESSO, LLC. THE DENVER BRICK COMPANY KIOWA CLAY MINE
<br />■■ 720 KIPLING ST., SUITE 117 401 PRAIRIE HAWK DRIVE DBMS REGULAR 112 PERMIT
<br />LAKEWOOD, COLORADO 80215 CASTLE ROCK, CO 80109 ELBERT COUNTY
<br />(303) 274 -4277 (303) 688 -6951 COLORADO
<br />JOB NO DATE SCALE DRAWN BY DESIGNED BY APPROVAL REV SHEET
<br />06032 4/16/07 1' =200' DRF PB I 1
<br />
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