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<br />�� . N,
<br />150 RdP I
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<br />VICINITY MAP
<br />PHASE 1 and CURRENT MINING AREA
<br />PURE LIVE SEED BROADCAST SEEDING RATE
<br />SPECIES LBS /AC
<br />SMOOTH BROME 7.8
<br />PUBESCENT WHEATGRASS 11.2
<br />YELLOW SWEETCLOVER 1.4
<br />CANARY REED GRASS 1.4
<br />PHASE 2 THROUGH PHASE 5
<br />PURE LIVE SEED BROADCAST SEEDING RATE
<br />SPECIES
<br />RIVER IN THE EXISTING EXCAVATION AREA AT THE S 6774'59" T 432.43 feet; thence NIOO.23'30" E 824.53 feet; thence
<br />LBS /AC
<br />SMOOTH
<br />BROME
<br />2.0
<br />SLENDER
<br />WHEATGRASS
<br />3.3
<br />WESTERN
<br />WHEATGRASS
<br />4.8
<br />YELLOW SWEETCLOVER
<br />0.4
<br />RUSSIAN WILDRYE
<br />2.0
<br />CURRENT
<br />MINING
<br />AREA s
<br />i
<br />PROPERTY LINE
<br />PERMIT BOUNDARY
<br />S3S�
<br />' yo
<br />EXISTING HAUL ROAD
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<br />BANK STABILIZATION AND WILLOW PLANTING WILL
<br />TAKE PLACE ALONG THE SOUTHERN BANK OF THE
<br />�6
<br />OXBOW. IQ,
<br />STABILIZING
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<br />j I!A I lit RECLAIM THE EXPOSED SHORE
<br />OF THE PROPOSED PONDS WITH
<br />If Ili 3:1 SIDE SLOPE TO A DEPTH OF 10 FEET 4 TO 8 INCHES OF TOPSOIL AND
<br />AM lit Il 'I+ / THEN 2:1 SIDE SLOPE TO BOTTOM SEED WITH NATIVE GRASSES
<br />17 WATER SURFACE
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<br />AREA OF f HASES 2 St - 43
<br />VOLUME 1,800,000 �UBIC
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<br />TYPICAL FINISHED GRADE /
<br />CROSS SECTION
<br />NTS /
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<br />CONCRETE FLOW DEFLECTORS WILL BE
<br />CONSTRUCTED DE OF 100' HE OXBOW ANGLED
<br />/ UPSTREAM 20 DEGREES OFF THE BANK •".4 ",
<br />TO A DEPTH OF 6' BELOW THE BANKFULL
<br />CHANNEL DEPTH TO REDUCE STRESS
<br />--7 ALONG THE BANK.
<br />CONCRETE DEFLECTORS WILL BE INSTALLED
<br />ON 200' CENTERS ALONG 1000 FEET OF THE
<br />UPSTREAM PORTION OF THE SOUTH BANK
<br />/ OF THE RIVER IN THE CURRENT MINING AREA
<br />r
<br />1 �r
<br />i � PERMIT BOUNDARY
<br />PROPERTY LINE
<br />LEGAL DESCRIP170N : TRI- COUNTY GRAVEL PERMIT AREA
<br />60' SECONDARY
<br />ACCESS EASEMENT
<br />A parcel of land within the E! 12 NW1 14 and N112 NEI 14 of Section 29 and SNI 14SE114, SE1 14
<br />SEI 14. and NE1 14 SE114 of Section 20 both in Township 14 South, Range 92 Pest of the 6th
<br />Principal Meridan having bearings based upon a bearing of N 00'0436" E between the W114
<br />corner of said Section 20 and the Northwest corner of said Section 20 with all other bearings being
<br />relative thereto, said parcel being more particularly bounded and described as follows
<br />Beginning at the Southeast corner of said Section 20 and running thence S 89.46'16" W
<br />113.00 feet, thence S 04'2622" T 90.93 feet; thence S 09'0737' W 161.18 feet;
<br />thence S 42'1324" T 240.34 feet; thence S 63'02'07" W 44.18 feet, thence
<br />S 89054'08" K' 374.17 feet; thence S 1912022" W 191.93 feet; thence
<br />S 0072'13" T 294.68 feet; thence S 572747" 17 206.13 Peet; thence
<br />S 695544" T 411.37 feet; thence S 82'1130" T 1379.66 feet; thence
<br />S 00'1954" W 374.28 feet; thence S 72'30'59" IF 1031.40 feet; thence
<br />I /
<br />/
<br />- - CONCRETE FLOW DEFLECTORS WILL BE
<br />CONSTRUCTED ON 100' CENTERS ALONG
<br />THE OUTSIDE OF THE OXBOW ANGLED
<br />UPSTREAM 20 DEGREES OFF THE BANK
<br />TO A DEPTH OF 6' BELOW THE BANKFULL
<br />-Z� CHANNEL DEPTH TO REDUCE STRESS
<br />ALONG THE BANK.
<br />oo•
<br />BANK REVETMENT DETAIL
<br />PLAN VIEW
<br />NTS
<br />INSTALL 3" TO 6" WILLOW
<br />BUNDLES ALONGSIDE EACH
<br />OTHER ON 4' CENTERS WITH CUT
<br />ENDS A MINIMUM OF 6" INTO THE
<br />WATER IN BETWEEN THE CONCRETE
<br />FLOW DEFLECTORS
<br />BANKFULL WS
<br />0 100 2DO 400
<br />SCALE: 1" = 200'
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<br />RIVER IN THE EXISTING EXCAVATION AREA AT THE S 6774'59" T 432.43 feet; thence NIOO.23'30" E 824.53 feet; thence
<br />2
<br />AVERAGE
<br />DEPTH OF POOLS ON
<br />a o
<br />GRADES REPRESENT THE PROPOSED GRADES BECAUSE N 55'2939" E 840.10 Peet; thence N 68'53'51" E 278.49 feet; thence
<br />If
<br />THE NORTH FORK HAVE BEEN
<br />•` ' :+ :
<br />1
<br />DETERMINED TO BE BETWEEN
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<br />MINED WHATEVER THE RIVER PROVIDES. N 32'4231" E 712.18 feet; thence N 83.56%12" E 336.97 feet; thence
<br />N 78'1973" E 110.55 feet; thence N 84'0459' E 186.46 feet; thence
<br />S 43'48'45" E 121.47 feet; thence S 22'1628" E 91.11 feet to the SI 116
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<br />6 TO 7
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<br />5390
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<br />III u•
<br />j I!A I lit RECLAIM THE EXPOSED SHORE
<br />OF THE PROPOSED PONDS WITH
<br />If Ili 3:1 SIDE SLOPE TO A DEPTH OF 10 FEET 4 TO 8 INCHES OF TOPSOIL AND
<br />AM lit Il 'I+ / THEN 2:1 SIDE SLOPE TO BOTTOM SEED WITH NATIVE GRASSES
<br />17 WATER SURFACE
<br />, ' <
<br />'I
<br />3
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<br />53s5 f .' i t /
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<br />iLLLVA,IUN - lo.$n
<br />AREA OF f HASES 2 St - 43
<br />VOLUME 1,800,000 �UBIC
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<br />TYPICAL FINISHED GRADE /
<br />CROSS SECTION
<br />NTS /
<br />- -�
<br />/
<br />h
<br />CONCRETE FLOW DEFLECTORS WILL BE
<br />CONSTRUCTED DE OF 100' HE OXBOW ANGLED
<br />/ UPSTREAM 20 DEGREES OFF THE BANK •".4 ",
<br />TO A DEPTH OF 6' BELOW THE BANKFULL
<br />CHANNEL DEPTH TO REDUCE STRESS
<br />--7 ALONG THE BANK.
<br />CONCRETE DEFLECTORS WILL BE INSTALLED
<br />ON 200' CENTERS ALONG 1000 FEET OF THE
<br />UPSTREAM PORTION OF THE SOUTH BANK
<br />/ OF THE RIVER IN THE CURRENT MINING AREA
<br />r
<br />1 �r
<br />i � PERMIT BOUNDARY
<br />PROPERTY LINE
<br />LEGAL DESCRIP170N : TRI- COUNTY GRAVEL PERMIT AREA
<br />60' SECONDARY
<br />ACCESS EASEMENT
<br />A parcel of land within the E! 12 NW1 14 and N112 NEI 14 of Section 29 and SNI 14SE114, SE1 14
<br />SEI 14. and NE1 14 SE114 of Section 20 both in Township 14 South, Range 92 Pest of the 6th
<br />Principal Meridan having bearings based upon a bearing of N 00'0436" E between the W114
<br />corner of said Section 20 and the Northwest corner of said Section 20 with all other bearings being
<br />relative thereto, said parcel being more particularly bounded and described as follows
<br />Beginning at the Southeast corner of said Section 20 and running thence S 89.46'16" W
<br />113.00 feet, thence S 04'2622" T 90.93 feet; thence S 09'0737' W 161.18 feet;
<br />thence S 42'1324" T 240.34 feet; thence S 63'02'07" W 44.18 feet, thence
<br />S 89054'08" K' 374.17 feet; thence S 1912022" W 191.93 feet; thence
<br />S 0072'13" T 294.68 feet; thence S 572747" 17 206.13 Peet; thence
<br />S 695544" T 411.37 feet; thence S 82'1130" T 1379.66 feet; thence
<br />S 00'1954" W 374.28 feet; thence S 72'30'59" IF 1031.40 feet; thence
<br />I /
<br />/
<br />- - CONCRETE FLOW DEFLECTORS WILL BE
<br />CONSTRUCTED ON 100' CENTERS ALONG
<br />THE OUTSIDE OF THE OXBOW ANGLED
<br />UPSTREAM 20 DEGREES OFF THE BANK
<br />TO A DEPTH OF 6' BELOW THE BANKFULL
<br />-Z� CHANNEL DEPTH TO REDUCE STRESS
<br />ALONG THE BANK.
<br />oo•
<br />BANK REVETMENT DETAIL
<br />PLAN VIEW
<br />NTS
<br />INSTALL 3" TO 6" WILLOW
<br />BUNDLES ALONGSIDE EACH
<br />OTHER ON 4' CENTERS WITH CUT
<br />ENDS A MINIMUM OF 6" INTO THE
<br />WATER IN BETWEEN THE CONCRETE
<br />FLOW DEFLECTORS
<br />BANKFULL WS
<br />0 100 2DO 400
<br />SCALE: 1" = 200'
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<br />RIVER IN THE EXISTING EXCAVATION AREA AT THE S 6774'59" T 432.43 feet; thence NIOO.23'30" E 824.53 feet; thence
<br />2
<br />AVERAGE
<br />DEPTH OF POOLS ON
<br />a o
<br />GRADES REPRESENT THE PROPOSED GRADES BECAUSE N 55'2939" E 840.10 Peet; thence N 68'53'51" E 278.49 feet; thence
<br />THE NORTH FORK HAVE BEEN
<br />•` ' :+ :
<br />1
<br />DETERMINED TO BE BETWEEN
<br />`
<br />l♦ �� I O ��
<br />•
<br />MINED WHATEVER THE RIVER PROVIDES. N 32'4231" E 712.18 feet; thence N 83.56%12" E 336.97 feet; thence
<br />N 78'1973" E 110.55 feet; thence N 84'0459' E 186.46 feet; thence
<br />S 43'48'45" E 121.47 feet; thence S 22'1628" E 91.11 feet to the SI 116
<br />r
<br />r `�
<br />PLAN
<br />6 TO 7
<br />FEET IN DEPTH. ONCE
<br />corner common to said Section 20 end Section 21; thence S 01'19'42' T 1386.03
<br />BY
<br />MINING IS COMPLETE AND THE
<br />feet along the East line of the SEI /4 SEl /4 of said Section 20 to the point o} beginning.
<br />�-
<br />CRAhIC �►SSOCIATES
<br />RIVER IS
<br />TURNED INTO THE
<br />EXCEPTDJG that portion o1 the SE1 /4NIL7/4 of said Sectioa 29 that lies North and Test oP the
<br />2917 L50 LANE
<br />OXBOW,
<br />DEPOSITION IS EXPECTED
<br />I
<br />less. PREPARED BY:
<br />HOTCHKISS, COLORADO 81419 970 872 -2433
<br />FILL
<br />TO NORMAL POOL DEPTHS.
<br />DRAWN
<br />CHECKED
<br />SHEET
<br />OF
<br />I
<br />Received
<br />r
<br />FLUVIAL GEOMORPHOLOGIST
<br />s
<br />>
<br />G r
<br />DATE: Nov, 1999 jpc
<br />jpc
<br />2
<br />2
<br />I�IIIIuiiifl�III�I1111111111iBlliillll
<br />0019128
<br />FEB 2 2 2 ut
<br />BANK
<br />REVETMENT
<br />DETAIL
<br />- f�tCftAkllb�
<br />Durango Field Office
<br />r
<br />Diviswnof Minerals &Geology
<br />FOR USE IN
<br />THE RECLAMATION
<br />OF PHASE I
<br />I�MuI
<br />AND THE
<br />CURRENT EXCAVATION AREA
<br />EXHIBIT
<br />ALONG THE
<br />PROPOSED NEW STREAMBANK
<br />NTS
<br />PERMIT No. M -77 -205
<br />DATE:
<br />NO:
<br />REVISIONS:
<br />By:
<br />2/3/00
<br />1
<br />reduce affected area Phase I
<br />jpc
<br />2/18/00
<br />2
<br />revisions as per third adequacy review
<br />jpc
<br />i
<br />RIVER IN THE EXISTING EXCAVATION AREA AT THE S 6774'59" T 432.43 feet; thence NIOO.23'30" E 824.53 feet; thence
<br />TRI- COUNTY GRAVEL
<br />OF MINING IN THAT AREA THE EXISTING N 88.5558" E 689.90 Peet; thence N 00.21'42" E 298.24 feet; thence
<br />GRADES REPRESENT THE PROPOSED GRADES BECAUSE N 55'2939" E 840.10 Peet; thence N 68'53'51" E 278.49 feet; thence
<br />THE BOTTOM OF THE CHANNEL IS CURRENTLY N 22'1734" E 302.18 feet; thence N 81V43'28' E 421.46 feet; thence
<br />DCWN TO BEDROCK. THE AREA WILL ONLY BE N 45125'34" E 1007.27 feet; thence N 25.08'01" E 304.91 feet, thence
<br />`
<br />l♦ �� I O ��
<br />MINED WHATEVER THE RIVER PROVIDES. N 32'4231" E 712.18 feet; thence N 83.56%12" E 336.97 feet; thence
<br />N 78'1973" E 110.55 feet; thence N 84'0459' E 186.46 feet; thence
<br />S 43'48'45" E 121.47 feet; thence S 22'1628" E 91.11 feet to the SI 116
<br />r
<br />r `�
<br />PLAN
<br />corner common to said Section 20 end Section 21; thence S 01'19'42' T 1386.03
<br />BY
<br />feet along the East line of the SEI /4 SEl /4 of said Section 20 to the point o} beginning.
<br />�-
<br />CRAhIC �►SSOCIATES
<br />EXCEPTDJG that portion o1 the SE1 /4NIL7/4 of said Sectioa 29 that lies North and Test oP the
<br />2917 L50 LANE
<br />Southerly bank of the Vandiford (Gersten) ditch. Parcel es described contains 115 acres more or
<br />I
<br />less. PREPARED BY:
<br />HOTCHKISS, COLORADO 81419 970 872 -2433
<br />I reclamation plan.dwg DESIGNED
<br />DRAWN
<br />CHECKED
<br />SHEET
<br />OF
<br />I
<br />JEFFORY CRANE
<br />r
<br />FLUVIAL GEOMORPHOLOGIST
<br />DATE: Nov, 1999 jpc
<br />jpc
<br />2
<br />2
<br />I�IIIIuiiifl�III�I1111111111iBlliillll
<br />0019128
<br />
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