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i <br />N89' 59'30 "E <br />- D 112%Nd n LEGEND <br />—__— PROPERTY LINE <br />L ADJACENT PROPERTY LINE <br />ij I � EXISTING EASEMENT <br />Lot 1 I Lot 2 I Lot '3 Let 4 I I I I pG EXISTING BUILDING <br />f — EXISTING 5 -FT CONTOUR <br />iP 3 / I lil e0�0 FyFNY S PROPOSED 5 -FT CONTOUR <br />�� II Fg 70. FLOW DIRECTION <br />NO '35'16" ( I F 0 PROPOSED MINING AREA <br />x -45 V k� —_._ -1 <br />�( D PROPOSED SETTLEMENT POND <br />N16'04'S2 "E I © PROPOSED TOP SOIL STOCKPILE <br />Blanche Marie Subdivision ' EXISTING CONCRETE <br />Plot Book 17, Page 225 / II 3 EXISTING GRAVEL <br />Lot 5 <br />PROPOSED 6" THICK GRAVEL ROAD <br />I hl PROPOSED ASPHALT ROAD <br />/ 83 9 ?11 "IWII WETLANDS <br />r /r 100 -YEAR FLOODWAY <br />100 -YEAR FLOODPLAIN <br />— — — PERMIT BOUNDARY <br />Ronald D. & — ST — PROPOSED RCP <br />CR pta, P a III Kathleen Arnett -- W — EXISTING WATER LINE <br />Book 4010, Pages 205 206 _ UGE— EXISTING ELECTRIC <br />F F a Nc� J ; k I I,I — x —EXISTING FENCE <br />Fyr��TT�c4i �V, Il ° I II — ss �— EXISTING SEWER LINE <br />10.00' 0 EXISTING FIRE HYDRANT <br />3$1.98 <br />WASTE DITCH EXISTING WATER METER <br />I j \ EASEMENT (M EXISTING SEWER .MANHOLE <br />EXISTING TREE <br />N00'09'28"W <br />165.19' <br />I I <br />I <br />i <br />ZI <br />0 I I <br />V <br />WI <br />p END <br />a HAUL ROAD <br />PAVEMENT <br />I <br />N58'28'1 8 "E <br />280.59' <br />pa ge p {ter Greek H meg1 <br />EXISTING <br />2 -48" CULVERTS <br />N54'45'07 "E <br />200.40' <br />N89 "E <br />136.91' <br />N51'54'08 "E <br />86.78' <br />Z Q <br />v o <br />a -e <br />0 <br />om <br />30.00' <br />ACCESS EASEMENT <br />LIMITS: <br />MINING EXCAVATIO <br />7.97 ACRES <br />NORTH MINING AREA <br />PHASE I <br />NORTH MINING AREA <br />30' <br />ROAD PETITION <br />.. <br />'. ParCSel `f. ; :ax^�•c.vrr. -•.ec� �ssuumvmmv � <br />/ 0bf>C'/ <br />\ �I PH AREA giittau, sapitattoa niettict ' oo - ve. AR Ft.aoa WAY / <br />N 148E 2 Book •3858, Paga, 56. / <br />_ •W SOUTH MINING . i / <br />. <br />. <br />0 /I <br />i M <br />D Road MESA d6dNTY <br />N89'56'02 "E <br />128.99' IC I B BOUNDARY o q' 0 d o�� �a. ��(� 3 / a X <br />m <br />�n� •� <br />o / r <br />1 0 <br />In �) I : �' a c� / 060 <br />IG I I J j-W.ETI`A1VDS / A ��'F 0 o \9 <br />S G G of 9 <br />I J . .� 3 1N p0�, / / / �� Fiort oA\ - <br />lO b d l ' I / Parcel 3 <br />y� y od / Clifton Sanitation District <br />IG�I hl04 / Book 1414, Page 631 ` <br />EXISTING GRAND VALLEY <br />DRAINAGE DISTRICT EASEMENT I �� I //� \e84 4 <br />e b" k6 <br />86'38_35 "W_�' <br />S8 '56 0 "W 172.40' <br />S89'56'59"W <br />237.08' <br />• ee -ee .ee <br />GENERAL NOTES <br />1. Total Project Area: 82.765 Acres <br />2. Total Mined Land Area: 30.25 Acres <br />Lcres es Northern Pond <br />cres Southern Pond <br />Permit Area: 34.34 Acres Mining Area es New Paved Access <br />es Outlet Pipe InstallationJ <br />es Buffer Area (Existing <br />4. The top two to six inches of topsoil material sholl be stripped from <br />mining area, stockpile areas, processing areas, and site haul roads. The <br />topsoil shall be stockpiled in buffer areas adjacent to mining operations <br />and used for site reclamation. Topsoil stockpiles in place for one year <br />or more shall be seeded using the reclamation seed mix. <br />5. Reclamation topsoil placement, mulching, seeding and fertilizing shall <br />be performed as sand and gravel is mined from the permit area. See <br />Reclamation plans for additional details. <br />6. Mining for the sand and gravel will require the use of pumps to <br />remove groundwater from the excavation pit` area. The dewatering <br />operations will progress along with the mining operations as they move <br />through the site. Groundwater will be pumped and discharged into <br />settlement pond(s) prior to discharge off of the project site and into <br />the 33 Road Drain ditch located along the project's west property line. <br />The discharge points will be approved by the State of Colorado. The <br />appnovaed discharge will be monitored prior to release, in accordance <br />with State permit requirements. <br />7. (Haul roods depicted on this drawing may be adjusted or relocated <br />as necessary to promote safe mining and access practices. Haul roads <br />shall' be covered with clean grovel as required to control dust. Haul <br />roads, stockpiles, and other disturbed areas shall be kept damp, covered, <br />or chemically treated with magnesium chloride, as required, to control <br />dust. <br />8. Access to and from the mining operations shall be from the <br />approved N01 access at 32 112 Road only. <br />9. Mining for sand and gravel shall not extend past the buffer limits <br />established on the project drawings, unless otherwise noted. In no case <br />shall the rock crusher be located within 500 feet on a residential <br />dwelling. <br />10. All sand and gravel highwall mining located within 100' of the <br />Permit Boundary shall be cut at a maximum 3:1 slope. This restriction <br />has been placed to minimize the risk of slope failure. <br />11. Mining for sand and gravel material is anticipated to require a <br />total of 5 years to mine, deplete material stockpiles, and complete site <br />reclamation work. <br />EXCAVATION PIT AREA <br />ORIGINAL GROUND OVERBURDEN <br />SURFACE OVERBURDEN 6" Deep <br />HIGHWALL <br />SACKFILL AREA GROUNDWATER <br />SAND AND GRAVEL ELEVATION <br />HIGHWALL -- 4624.00 �I <br />— _- �� ----------- ------ -----'� <br />MAX 3:1 SLOPE ° ---- ------ --- � - . •' a•..' •, j •I-t � ^ •• �c <br />=1 I 1 =1 I iEl I — u( <br />_ 4 8 <br />' I I= III — l I -1 11 -1 11 —__ �. r •: - ,„.:... •,,..•:.. �•..:��.�..:� v v <br />=i I i _I I 1= 111 =111 =1 11= > ' • �..a , " a <br />U h <br />w a <br />AND ( AV& <br />BEDROCK Deng o v, m <br />O � a <br />® <br />ws® mj Z Z2 ,,� O <br />LU <br />TYPICAL PROGRESSIVE MINING SECTION 5! v <br />E v <br />Not To Scale `c o z o <br />v m o U U <br />0 0 <br />U a U LL 0 0 <br />" <br />NAL <br />ImI6YS <br />l <br />a <br />N <br />Z <br />0 <br />In <br />� a <br />s <br />0 <br />W <br />a <br />r <br />L_ <br />0 <br />Z <br />w <br />� N <br />Z N <br />o z <br />0 <br />z0 s <br />w <br />Z <br />0 <br />rn z <br />F <br />HH Y <br />r G <br />a> <br />O <br />C <br />co <br />LL <br />a <br />H <br />a <br />E__y <br />o <br />a <br />W <br />� <br />1 <br />CS> <br />U' <br />OU <br />ti <br />EXISTING <br />Iw <br />' GRAVEL ROAD <br />PLO <br />C <br />co <br />1� <br />I <br />LIMITS: <br />MINING EXCAVATIO <br />7.97 ACRES <br />NORTH MINING AREA <br />PHASE I <br />NORTH MINING AREA <br />30' <br />ROAD PETITION <br />.. <br />'. ParCSel `f. ; :ax^�•c.vrr. -•.ec� �ssuumvmmv � <br />/ 0bf>C'/ <br />\ �I PH AREA giittau, sapitattoa niettict ' oo - ve. AR Ft.aoa WAY / <br />N 148E 2 Book •3858, Paga, 56. / <br />_ •W SOUTH MINING . i / <br />. <br />. <br />0 /I <br />i M <br />D Road MESA d6dNTY <br />N89'56'02 "E <br />128.99' IC I B BOUNDARY o q' 0 d o�� �a. ��(� 3 / a X <br />m <br />�n� •� <br />o / r <br />1 0 <br />In �) I : �' a c� / 060 <br />IG I I J j-W.ETI`A1VDS / A ��'F 0 o \9 <br />S G G of 9 <br />I J . .� 3 1N p0�, / / / �� Fiort oA\ - <br />lO b d l ' I / Parcel 3 <br />y� y od / Clifton Sanitation District <br />IG�I hl04 / Book 1414, Page 631 ` <br />EXISTING GRAND VALLEY <br />DRAINAGE DISTRICT EASEMENT I �� I //� \e84 4 <br />e b" k6 <br />86'38_35 "W_�' <br />S8 '56 0 "W 172.40' <br />S89'56'59"W <br />237.08' <br />• ee -ee .ee <br />GENERAL NOTES <br />1. Total Project Area: 82.765 Acres <br />2. Total Mined Land Area: 30.25 Acres <br />Lcres es Northern Pond <br />cres Southern Pond <br />Permit Area: 34.34 Acres Mining Area es New Paved Access <br />es Outlet Pipe InstallationJ <br />es Buffer Area (Existing <br />4. The top two to six inches of topsoil material sholl be stripped from <br />mining area, stockpile areas, processing areas, and site haul roads. The <br />topsoil shall be stockpiled in buffer areas adjacent to mining operations <br />and used for site reclamation. Topsoil stockpiles in place for one year <br />or more shall be seeded using the reclamation seed mix. <br />5. Reclamation topsoil placement, mulching, seeding and fertilizing shall <br />be performed as sand and gravel is mined from the permit area. See <br />Reclamation plans for additional details. <br />6. Mining for the sand and gravel will require the use of pumps to <br />remove groundwater from the excavation pit` area. The dewatering <br />operations will progress along with the mining operations as they move <br />through the site. Groundwater will be pumped and discharged into <br />settlement pond(s) prior to discharge off of the project site and into <br />the 33 Road Drain ditch located along the project's west property line. <br />The discharge points will be approved by the State of Colorado. The <br />appnovaed discharge will be monitored prior to release, in accordance <br />with State permit requirements. <br />7. (Haul roods depicted on this drawing may be adjusted or relocated <br />as necessary to promote safe mining and access practices. Haul roads <br />shall' be covered with clean grovel as required to control dust. Haul <br />roads, stockpiles, and other disturbed areas shall be kept damp, covered, <br />or chemically treated with magnesium chloride, as required, to control <br />dust. <br />8. Access to and from the mining operations shall be from the <br />approved N01 access at 32 112 Road only. <br />9. Mining for sand and gravel shall not extend past the buffer limits <br />established on the project drawings, unless otherwise noted. In no case <br />shall the rock crusher be located within 500 feet on a residential <br />dwelling. <br />10. All sand and gravel highwall mining located within 100' of the <br />Permit Boundary shall be cut at a maximum 3:1 slope. This restriction <br />has been placed to minimize the risk of slope failure. <br />11. Mining for sand and gravel material is anticipated to require a <br />total of 5 years to mine, deplete material stockpiles, and complete site <br />reclamation work. <br />EXCAVATION PIT AREA <br />ORIGINAL GROUND OVERBURDEN <br />SURFACE OVERBURDEN 6" Deep <br />HIGHWALL <br />SACKFILL AREA GROUNDWATER <br />SAND AND GRAVEL ELEVATION <br />HIGHWALL -- 4624.00 �I <br />— _- �� ----------- ------ -----'� <br />MAX 3:1 SLOPE ° ---- ------ --- � - . •' a•..' •, j •I-t � ^ •• �c <br />=1 I 1 =1 I iEl I — u( <br />_ 4 8 <br />' I I= III — l I -1 11 -1 11 —__ �. r •: - ,„.:... •,,..•:.. �•..:��.�..:� v v <br />=i I i _I I 1= 111 =111 =1 11= > ' • �..a , " a <br />U h <br />w a <br />AND ( AV& <br />BEDROCK Deng o v, m <br />O � a <br />® <br />ws® mj Z Z2 ,,� O <br />LU <br />TYPICAL PROGRESSIVE MINING SECTION 5! v <br />E v <br />Not To Scale `c o z o <br />v m o U U <br />0 0 <br />U a U LL 0 0 <br />" <br />NAL <br />ImI6YS <br />l <br />a <br />N <br />Z <br />0 <br />In <br />� a <br />s <br />0 <br />W <br />a <br />r <br />L_ <br />0 <br />Z <br />w <br />� N <br />Z N <br />o z <br />0 <br />z0 s <br />w <br />Z <br />0 <br />rn z <br />F <br />HH Y <br />r G <br />a> <br />O <br />C <br />co <br />LL <br />a <br />H <br />a <br />E__y <br />o <br />a <br />W <br />6L, <br />Q <br />CS> <br />U' <br />OU <br />ti <br />� w N <br />C <br />co <br />b <br />0 <br />U <br />0 <br />a � <br />ti <br />0 N <br />s p <br />co <br />N <br />cn <br />Y <br />v1 <br />c <br />m <br />M <br />W <br />U <br />V <br />ri <br />fl <br />JOB NUMBER: <br />297.0014 <br />DATE: <br />7/23/08 <br />SMILE-. <br />1:200 <br />SHEET NO: <br />EXHIBIT D <br />