2000-09-15_REVISION - M1980244 - Laserfiche WebLink

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r „ 7 E I PHASt :1 10 i ""y-,. . '(• C I asi C 1 , 35' CP7 1 10 ll CP9 • }, � CP8 , �. , RIP-RAP PHASt :1 10 asi C 1 , 35' CP7 1 10 ll CP9 • }, � CP8 , �. , RIP-RAP PHASt ""y-,. . '(• C CP2 ''( r r `,ia .. j j " ,CONCRETE SIJIYIP '17' { { Irk t Z (10 1 SEDIMENTATION 1' . `S POND RI - CP20 CP13 5' nm, SPIT I WAY CP6 r- NOBpg. I , j 8" PERFORATED ADS SINGLE j WALL .PIPE TYPE C OR EQUIVALENT Scale in Feet 5 10 20 1' = 10 feet 1 9191 9190 9189 9188 9187 X to - Z 9186 O_ ~ 9185 Q 0_ Ld 0 9184 CD Q X 9183 W J Q 9182 U H 9181 9180 9179 9178 9177 1 ) SEDIMENTATION POND PLAN 1 0 _o E °o CL 1 �N 8°gN I o\ C -A J o IF THE ABOVE BAR DOES a NOT SCALE 1 INCH THE � o o ° g` NOT SCALE IS ALTERED /•• rn Z r EoT Z�`nrn s v >. £ CLIENT DATE n-1m a. 9191 9190 9189 9188 9187 X to 9186 z _O 9185 ~ Ld Q 9184 o CD Q 9183 X W J 9182 Q U F- 9181 Of LU 9180 9179 9178 9177 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 DISTANCE IN FEET A SEDIMENTATION POND SECTION A -A' 1 ENGINEER'S STAMP NO. REVISION DESCRIPTION TMs DRAVMG Ls NOT APPROVED DATE BY CHKD AP'VD NO. REVISION DESCRIPTION TMS DRA MG IS NOT APPROVED DATE BY UNLESS LASE REVOON IS HAND 1GRiTfEN UNLESS LAST REVISION B HAND 11R11TEN ISSUED FOR CONSTRUCTION 1 RIP -RAP TYPE PERCENT INTERMEDIATE RIP -RAP SMALLER THAN ROCK D50 DIA, DESIGNATION GIVEN SIZE BY DIMENSION (INCHES) WEIGHT (INCHES) TYPE VL 70 - 100 12 50 - 70 9 6 35 - 50 6 2 - 10 2 CONTROL POINT SCHEDULE POINT NORTHING EASTING ELEVATION �FT) CP1 49286.4 34437.4 9190.0 CP2 49279.5 34437.6 9189.5 CP3 49281.6 34446.3 9189.5 CP4 49265.6 34450.3 9189.5 CP5 49263.5 34441.6 9189.5 CP6 49257.3 34444.7 9190.0 CP7 49273.1 34425.3 9185.0 CP8 49263.3 34427.7 9185.0 CP9 49254.9 34393.7 9185.0 CP10 49264.6 34391.3 9185.0 CP11 49271.9 34379.2 9190.Q CP12 49242.8 34386.5 9190.0 CP13 49241.6 34373.4 9186.0 CP14 49266.8 34367.1 9186.0 CP15 49257.1 34361.2 9182.0 CP16 49247.4 34363.7 9182.0 CP17 49241.8 34341.3 9182.0 CP18 49251.5 34338.9 9182.0 CP19 49257.4 34329.2 9186.0 CP20 49232.1 34335.5 9186.0 DATE PRINT ISSUE RECORD Permit Number InI 2A� Class: OPermit SedExhibit r_._._._._. _._--yy_ _+._._._._._._. _._._._._._._._._._._._._._._.. Class: &Revision wpe� 11� -��` ------------------------------- Clan: 0 Report O Hydro OGeneral Doc Type DAppl. Mond DEn(ome D Inspect RECEIVED SEP 15 2M '5;icn of Minerals B may NOTES: 1. SITE TOPOGRAPHY PROVIDED BY CC &V. 2. MINUS 6 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 10% FINES (PASSING #200 SIEVE). 3. MINUS 3/4 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 5% FINES (PASSING #200 SIEVE). 4. TYPE VL RIP -RAP SHALL CONSIST OF INERT, DURABLE ROCK. 12 oz./YARD NON -WOVEN GEOTEXTILE BENEATH RIPRAP SECTIONS. 5. GRADE AND RIP -RAP AREA TO FORM CENTRAL POSITIVE DRAINAGE INTO INLET. 6. ALL SPILLWAYS FORMED WITH 2H:1V SIDE SLOPES. 7. BERM FILL MATERIALS SHALL CONSIST OF MINUS 12 -INCH STRUCTURAL FILL WITH A MINIMUM OF 20% FINES (PASSING #200 SIEVE) COMPACTED TO FORM A FIRM AND UNYIELDING SURFACE. c__C Cripple Creek & Victor Gold Mining Company Cresson Project nw O:• A Joint Venture - AngloOold (Colorado) Corp., Monger TMX AREQUA GULCH SEDIMENTATION POND PLAN AND PROFILE Illmulmmiiifiullimlluau 19589 DRAWN RB AUG 2000 3 caccAam JFL ME N0' 003 -2159 ., L savasm JFL 'OD"AL No. 2159CO01 APPROVED JFL 1 OF 1 sr•r* AS SHOWN M f a6v i 44 UNION BLVD. SUITE 900, LAKEWOOD. COLORADO 80820 FJ1E No. 2159C001 1 PifoxR. (A081 afln -aflAn RAY. (90A1 aan -2afl0 0002 80 :L9 :41 61 daS paM 6Np' 1000691E \sbutNeJCF-OJI \Japi09 \s;0a[OJd \T PHASt ""y-,. . '(• C CP2 ''( r r `,ia .. j j " ,CONCRETE SIJIYIP '17' { { Irk t Z (10 T , ,j C CP4 N POND INLET NOTE ) P SEDIMENTATION 1' . `S POND RI - CP20 CP13 5' nm, SPIT I WAY CP6 r- NOBpg. I , j 8" PERFORATED ADS SINGLE j WALL .PIPE TYPE C OR EQUIVALENT Scale in Feet 5 10 20 1' = 10 feet 1 9191 9190 9189 9188 9187 X to - Z 9186 O_ ~ 9185 Q 0_ Ld 0 9184 CD Q X 9183 W J Q 9182 U H 9181 9180 9179 9178 9177 1 ) SEDIMENTATION POND PLAN 1 0 _o E °o CL 1 �N 8°gN I o\ C -A J o IF THE ABOVE BAR DOES a NOT SCALE 1 INCH THE � o o ° g` NOT SCALE IS ALTERED /•• rn Z r EoT Z�`nrn s v >. £ CLIENT DATE n-1m a. 9191 9190 9189 9188 9187 X to 9186 z _O 9185 ~ Ld Q 9184 o CD Q 9183 X W J 9182 Q U F- 9181 Of LU 9180 9179 9178 9177 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 DISTANCE IN FEET A SEDIMENTATION POND SECTION A -A' 1 ENGINEER'S STAMP NO. REVISION DESCRIPTION TMs DRAVMG Ls NOT APPROVED DATE BY CHKD AP'VD NO. REVISION DESCRIPTION TMS DRA MG IS NOT APPROVED DATE BY UNLESS LASE REVOON IS HAND 1GRiTfEN UNLESS LAST REVISION B HAND 11R11TEN ISSUED FOR CONSTRUCTION 1 RIP -RAP TYPE PERCENT INTERMEDIATE RIP -RAP SMALLER THAN ROCK D50 DIA, DESIGNATION GIVEN SIZE BY DIMENSION (INCHES) WEIGHT (INCHES) TYPE VL 70 - 100 12 50 - 70 9 6 35 - 50 6 2 - 10 2 CONTROL POINT SCHEDULE POINT NORTHING EASTING ELEVATION �FT) CP1 49286.4 34437.4 9190.0 CP2 49279.5 34437.6 9189.5 CP3 49281.6 34446.3 9189.5 CP4 49265.6 34450.3 9189.5 CP5 49263.5 34441.6 9189.5 CP6 49257.3 34444.7 9190.0 CP7 49273.1 34425.3 9185.0 CP8 49263.3 34427.7 9185.0 CP9 49254.9 34393.7 9185.0 CP10 49264.6 34391.3 9185.0 CP11 49271.9 34379.2 9190.Q CP12 49242.8 34386.5 9190.0 CP13 49241.6 34373.4 9186.0 CP14 49266.8 34367.1 9186.0 CP15 49257.1 34361.2 9182.0 CP16 49247.4 34363.7 9182.0 CP17 49241.8 34341.3 9182.0 CP18 49251.5 34338.9 9182.0 CP19 49257.4 34329.2 9186.0 CP20 49232.1 34335.5 9186.0 DATE PRINT ISSUE RECORD Permit Number InI 2A� Class: OPermit SedExhibit r_._._._._. _._--yy_ _+._._._._._._. _._._._._._._._._._._._._._._.. Class: &Revision wpe� 11� -��` ------------------------------- Clan: 0 Report O Hydro OGeneral Doc Type DAppl. Mond DEn(ome D Inspect RECEIVED SEP 15 2M '5;icn of Minerals B may NOTES: 1. SITE TOPOGRAPHY PROVIDED BY CC &V. 2. MINUS 6 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 10% FINES (PASSING #200 SIEVE). 3. MINUS 3/4 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 5% FINES (PASSING #200 SIEVE). 4. TYPE VL RIP -RAP SHALL CONSIST OF INERT, DURABLE ROCK. 12 oz./YARD NON -WOVEN GEOTEXTILE BENEATH RIPRAP SECTIONS. 5. GRADE AND RIP -RAP AREA TO FORM CENTRAL POSITIVE DRAINAGE INTO INLET. 6. ALL SPILLWAYS FORMED WITH 2H:1V SIDE SLOPES. 7. BERM FILL MATERIALS SHALL CONSIST OF MINUS 12 -INCH STRUCTURAL FILL WITH A MINIMUM OF 20% FINES (PASSING #200 SIEVE) COMPACTED TO FORM A FIRM AND UNYIELDING SURFACE. c__C Cripple Creek & Victor Gold Mining Company Cresson Project nw O:• A Joint Venture - AngloOold (Colorado) Corp., Monger TMX AREQUA GULCH SEDIMENTATION POND PLAN AND PROFILE Illmulmmiiifiullimlluau 19589 DRAWN RB AUG 2000 3 caccAam JFL ME N0' 003 -2159 ., L savasm JFL 'OD"AL No. 2159CO01 APPROVED JFL 1 OF 1 sr•r* AS SHOWN M f a6v i 44 UNION BLVD. SUITE 900, LAKEWOOD. COLORADO 80820 FJ1E No. 2159C001 1 PifoxR. (A081 afln -aflAn RAY. (90A1 aan -2afl0 0002 80 :L9 :41 61 daS paM 6Np' 1000691E \sbutNeJCF-OJI \Japi09 \s;0a[OJd \T 9191 9190 9189 9188 9187 X to 9186 z _O 9185 ~ Ld Q 9184 o CD Q 9183 X W J 9182 Q U F- 9181 Of LU 9180 9179 9178 9177 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 DISTANCE IN FEET A SEDIMENTATION POND SECTION A -A' 1 ENGINEER'S STAMP NO. REVISION DESCRIPTION TMs DRAVMG Ls NOT APPROVED DATE BY CHKD AP'VD NO. REVISION DESCRIPTION TMS DRA MG IS NOT APPROVED DATE BY UNLESS LASE REVOON IS HAND 1GRiTfEN UNLESS LAST REVISION B HAND 11R11TEN ISSUED FOR CONSTRUCTION 1 RIP -RAP TYPE PERCENT INTERMEDIATE RIP -RAP SMALLER THAN ROCK D50 DIA, DESIGNATION GIVEN SIZE BY DIMENSION (INCHES) WEIGHT (INCHES) TYPE VL 70 - 100 12 50 - 70 9 6 35 - 50 6 2 - 10 2 CONTROL POINT SCHEDULE POINT NORTHING EASTING ELEVATION �FT) CP1 49286.4 34437.4 9190.0 CP2 49279.5 34437.6 9189.5 CP3 49281.6 34446.3 9189.5 CP4 49265.6 34450.3 9189.5 CP5 49263.5 34441.6 9189.5 CP6 49257.3 34444.7 9190.0 CP7 49273.1 34425.3 9185.0 CP8 49263.3 34427.7 9185.0 CP9 49254.9 34393.7 9185.0 CP10 49264.6 34391.3 9185.0 CP11 49271.9 34379.2 9190.Q CP12 49242.8 34386.5 9190.0 CP13 49241.6 34373.4 9186.0 CP14 49266.8 34367.1 9186.0 CP15 49257.1 34361.2 9182.0 CP16 49247.4 34363.7 9182.0 CP17 49241.8 34341.3 9182.0 CP18 49251.5 34338.9 9182.0 CP19 49257.4 34329.2 9186.0 CP20 49232.1 34335.5 9186.0 DATE PRINT ISSUE RECORD Permit Number InI 2A� Class: OPermit SedExhibit r_._._._._. _._--yy_ _+._._._._._._. _._._._._._._._._._._._._._._.. Class: &Revision wpe� 11� -��` ------------------------------- Clan: 0 Report O Hydro OGeneral Doc Type DAppl. Mond DEn(ome D Inspect RECEIVED SEP 15 2M '5;icn of Minerals B may NOTES: 1. SITE TOPOGRAPHY PROVIDED BY CC &V. 2. MINUS 6 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 10% FINES (PASSING #200 SIEVE). 3. MINUS 3/4 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 5% FINES (PASSING #200 SIEVE). 4. TYPE VL RIP -RAP SHALL CONSIST OF INERT, DURABLE ROCK. 12 oz./YARD NON -WOVEN GEOTEXTILE BENEATH RIPRAP SECTIONS. 5. GRADE AND RIP -RAP AREA TO FORM CENTRAL POSITIVE DRAINAGE INTO INLET. 6. ALL SPILLWAYS FORMED WITH 2H:1V SIDE SLOPES. 7. BERM FILL MATERIALS SHALL CONSIST OF MINUS 12 -INCH STRUCTURAL FILL WITH A MINIMUM OF 20% FINES (PASSING #200 SIEVE) COMPACTED TO FORM A FIRM AND UNYIELDING SURFACE. c__C Cripple Creek & Victor Gold Mining Company Cresson Project nw O:• A Joint Venture - AngloOold (Colorado) Corp., Monger TMX AREQUA GULCH SEDIMENTATION POND PLAN AND PROFILE Illmulmmiiifiullimlluau 19589 DRAWN RB AUG 2000 3 caccAam JFL ME N0' 003 -2159 ., L savasm JFL 'OD"AL No. 2159CO01 APPROVED JFL 1 OF 1 sr•r* AS SHOWN M f a6v i 44 UNION BLVD. SUITE 900, LAKEWOOD. COLORADO 80820 FJ1E No. 2159C001 1 PifoxR. (A081 afln -aflAn RAY. (90A1 aan -2afl0 0002 80 :L9 :41 61 daS paM 6Np' 1000691E \sbutNeJCF-OJI \Japi09 \s;0a[OJd \T CONTROL POINT SCHEDULE POINT NORTHING EASTING ELEVATION �FT) CP1 49286.4 34437.4 9190.0 CP2 49279.5 34437.6 9189.5 CP3 49281.6 34446.3 9189.5 CP4 49265.6 34450.3 9189.5 CP5 49263.5 34441.6 9189.5 CP6 49257.3 34444.7 9190.0 CP7 49273.1 34425.3 9185.0 CP8 49263.3 34427.7 9185.0 CP9 49254.9 34393.7 9185.0 CP10 49264.6 34391.3 9185.0 CP11 49271.9 34379.2 9190.Q CP12 49242.8 34386.5 9190.0 CP13 49241.6 34373.4 9186.0 CP14 49266.8 34367.1 9186.0 CP15 49257.1 34361.2 9182.0 CP16 49247.4 34363.7 9182.0 CP17 49241.8 34341.3 9182.0 CP18 49251.5 34338.9 9182.0 CP19 49257.4 34329.2 9186.0 CP20 49232.1 34335.5 9186.0 DATE PRINT ISSUE RECORD Permit Number InI 2A� Class: OPermit SedExhibit r_._._._._. _._--yy_ _+._._._._._._. _._._._._._._._._._._._._._._.. Class: &Revision wpe� 11� -��` ------------------------------- Clan: 0 Report O Hydro OGeneral Doc Type DAppl. Mond DEn(ome D Inspect RECEIVED SEP 15 2M '5;icn of Minerals B may NOTES: 1. SITE TOPOGRAPHY PROVIDED BY CC &V. 2. MINUS 6 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 10% FINES (PASSING #200 SIEVE). 3. MINUS 3/4 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 5% FINES (PASSING #200 SIEVE). 4. TYPE VL RIP -RAP SHALL CONSIST OF INERT, DURABLE ROCK. 12 oz./YARD NON -WOVEN GEOTEXTILE BENEATH RIPRAP SECTIONS. 5. GRADE AND RIP -RAP AREA TO FORM CENTRAL POSITIVE DRAINAGE INTO INLET. 6. ALL SPILLWAYS FORMED WITH 2H:1V SIDE SLOPES. 7. BERM FILL MATERIALS SHALL CONSIST OF MINUS 12 -INCH STRUCTURAL FILL WITH A MINIMUM OF 20% FINES (PASSING #200 SIEVE) COMPACTED TO FORM A FIRM AND UNYIELDING SURFACE. c__C Cripple Creek & Victor Gold Mining Company Cresson Project nw O:• A Joint Venture - AngloOold (Colorado) Corp., Monger TMX AREQUA GULCH SEDIMENTATION POND PLAN AND PROFILE Illmulmmiiifiullimlluau 19589 DRAWN RB AUG 2000 3 caccAam JFL ME N0' 003 -2159 ., L savasm JFL 'OD"AL No. 2159CO01 APPROVED JFL 1 OF 1 sr•r* AS SHOWN M f a6v i 44 UNION BLVD. SUITE 900, LAKEWOOD. COLORADO 80820 FJ1E No. 2159C001 1 PifoxR. (A081 afln -aflAn RAY. (90A1 aan -2afl0 0002 80 :L9 :41 61 daS paM 6Np' 1000691E \sbutNeJCF-OJI \Japi09 \s;0a[OJd \T DATE PRINT ISSUE RECORD Permit Number InI 2A� Class: OPermit SedExhibit r_._._._._. _._--yy_ _+._._._._._._. _._._._._._._._._._._._._._._.. Class: &Revision wpe� 11� -��` ------------------------------- Clan: 0 Report O Hydro OGeneral Doc Type DAppl. Mond DEn(ome D Inspect RECEIVED SEP 15 2M '5;icn of Minerals B may NOTES: 1. SITE TOPOGRAPHY PROVIDED BY CC &V. 2. MINUS 6 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 10% FINES (PASSING #200 SIEVE). 3. MINUS 3/4 -INCH CRUSHED DURABLE LIMESTONE WITH LESS THAN 5% FINES (PASSING #200 SIEVE). 4. TYPE VL RIP -RAP SHALL CONSIST OF INERT, DURABLE ROCK. 12 oz./YARD NON -WOVEN GEOTEXTILE BENEATH RIPRAP SECTIONS. 5. GRADE AND RIP -RAP AREA TO FORM CENTRAL POSITIVE DRAINAGE INTO INLET. 6. ALL SPILLWAYS FORMED WITH 2H:1V SIDE SLOPES. 7. BERM FILL MATERIALS SHALL CONSIST OF MINUS 12 -INCH STRUCTURAL FILL WITH A MINIMUM OF 20% FINES (PASSING #200 SIEVE) COMPACTED TO FORM A FIRM AND UNYIELDING SURFACE. c__C Cripple Creek & Victor Gold Mining Company Cresson Project nw O:• A Joint Venture - AngloOold (Colorado) Corp., Monger TMX AREQUA GULCH SEDIMENTATION POND PLAN AND PROFILE Illmulmmiiifiullimlluau 19589 DRAWN RB AUG 2000 3 caccAam JFL ME N0' 003 -2159 ., L savasm JFL 'OD"AL No. 2159CO01 APPROVED JFL 1 OF 1 sr•r* AS SHOWN M f a6v i 44 UNION BLVD. SUITE 900, LAKEWOOD. COLORADO 80820 FJ1E No. 2159C001 1 PifoxR. (A081 afln -aflAn RAY. (90A1 aan -2afl0 0002 80 :L9 :41 61 daS paM 6Np' 1000691E \sbutNeJCF-OJI \Japi09 \s;0a[OJd \T