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Home My WebLink About1.01 Plans11 Existing Sewage Treatment Plant d 00� Oq 0 a0 '4,0C) .00 Propose c t Fercdlation Pond FLOOD PLAIN R n•,z ,A ti� rso.00 00 �� ice,"' - (� \ LEGAL DESCRIPTION : Description A parcel of land situated in the N 1 /2 SE 1 /4, NE 1 /4 SW 1 /4, NW 1 /4 SW 1 /4, SW 1 /4 NW 1 /4 & the SW 1 /4 SW 1 /4 of Section 35, also in the SE 1 /4, S 1 /2 NE 1 /4 & the SW1/4 of Section 34, the SE1/4 SE1/4 of Section 33 all in Township 5 South, Range 90 West of the Sixth Principal Meridan also in Lot 4 & the S1/2 SW1/4 of Section 5, Lots 1, 2, 3, 4, S1/2 NW 1/4, S1/2 NE1/4, N1/2 SW1/4,N1/2 SE1/4 & the SE 1/4 SE1/4 of Section 6, & the N1/2 N1/2of Section 8, all in Township 6 South, Range 90 West of the Sixth Principal Meridian. Outer Boundary: Beginning at the S.E. corner of said Section 34, thence N89'45'28"W 701.84 feet along the Southerly line of said Section 34 to the Northeast corner of Lot 4 of said Section 5; thence South 1241.31 feet along the Easterly line of said Lot 4 to the Southeast :orner of said Lot 4; thence S89°58' 34"W 1312.24 feet along the Southerly line of said Lot 4 to a point on the line between said Sections 5 & 6, also being the Southwest corner of said Lot 4; thence South along the line between said Sections 5 & 6, 1320.00 feet to the Quarter corner between said Sections 5 & 6; thence N89°49'44"W 5311.56 feet along the East-West centerline of said Section 6, to the West Quarter corner of said Section 6; thence North 1532.00 feet along the Westerly line of said Section 6 to a point in the center of the Colorado River; thence N63°45'00"E 460.00 feet along the center of said River; thence N56'35'00"E 345.00 feet along the center of said River; thence N50°35'00"E 690.00 feet along the center of said River; thence N53°18'00"E 750.00 feet along the center of said River; thence N48" 15'00"E 400.00 feet along the center of said River; thence N40°35'00"E 380.00 feet along the center of said River; thence N33°05'00"E 535.00 feet along the center of said River; thence N28°20'00"E 585.00 feet along the center or said River; thence N46°10'00"E 355.00 feet along the center of said River; thence N54°50'00"E 345.00 feet along the center of said River; thence N62050'00"E 435.00 feet along the center of said River; thence N72'53'00"E 570.00 feet along the center of said River; thence S87°30'00"E 325.00 feet along the center of said River; thence S87'00'000E 542.00 feet along the center of said River; thence N71'53'00"E 180.00 feet along the center of said River; thence N46°35'00"E 445.00 feet along the center of said River; thence N59°20'00"E 175.00 feet along the center of said River; thence N86°50 feet along 00 E 310.00 g the center of said River; thence N84°35'00"E 420.00 feet along the center of said River; thence S69'00'00"E 210.00 feet along the center of said River; thence S75'10'00"E 425.00 feet along the center of said River; thence N89°15'00"E 482.00 feet along the center of said River; thence S82°30'00"E 1E:5.00 feet along the center of said River; thence S67000'00"E 882.00 feet along the center of said River; thence S55'05'00"E 345.00 feet along the center of said River; thence S39°50'00"E 388.00 feet along the center of said River; thence S59°10'004E 263.00 feet along the center of said River; thence S75°45'00"E 288.00 feet along the center of said River; thence S89'50'00"E 164.00 faet along the center of said River; thence N83°50'00"E 295.00 feet along the center of sail! River; thence N80000'00"E 397.00 feet along the center of said River; thence N72°00'00"E 438.00 feet along the center of said River, thence N78'40'00"E 220.00 feet along the center of said River; thence N6 1'20'00"E 210.00 feet along the center of said River; thence N51° 15'00"E 582.00 feet along the center of said River-, thence N60'20'00"E 116.93 feet along the center of said River to a point on the Northerly line of said N1 /2 SE -1/4 of said Section 35; thence S89°44'450E 178.74 feet along the Northerly lisle of said N 1/2 SE 1 /4 to a point on the Easterly line of said Section 35; thence S08° 10'21 "E 1325.75 feet along the Easterly line of said Section 35 to the Southeast corner of said N 1 /2 SE' /4 of said Section 35; thence N89'49'020W 2609.95 feet along the Southerly line of said N1/2 SE 1 /4 of said Section 35 to the Southeast corner of said NE 1 /4 SW 1 /4 of said Section 35; thence N89'55'42"W 1287.34 feet along the Southerly line of said NE 1 /4 SW 1 /4 to the Northeast corner of said SW 1 /4 SW 1/4 of said Section 35; thence S06°42'28"E 1320.60 feet along the Easterly line of said SW 1/4 SW 1 /4 of Said Section 35, to the Southeast corner of said SW 1 /4 SW 1/4; thence S89'53'32"W 1297.95 feet M1 00 /. `� alone e Southerly line of said SW 1/4 SW 1 /4 to the Southwest corner of said Section 35 being also the Southeast corner of said Section 3 he Point ofBeginning. Proposed ,. ,�L`�� i c F _ t `-� v° \\ r r place t S ec u o a th S rl I' I a Settling Pondc-, -®-f I \ \ S \\ Lot ,rA" x'1.33 ` � ,� ✓J' �v� � r �,.�-� � � f � �` � ` �' � �� r< t,a 'e o lana beginning at the Section corner found in Qla at he Southeast corner of � tion 34 T5S R90W. 6th P M Co my f G rfield Colorao., thence Westerly along Aerate •t i - = r \\\ the South Section line of Section 34, T5S, R90W, 6th P.M., being a bearing of N89045'28"W, for a distance of 1980' to the Northeast corner of Lot A, which is also the Northeast \ ♦ s 05 00 B ewer _ " " �" �,o corner of Section 6, T6S, R90W, 6th P.M., thence due South along the East Section line of said Section 6, for a distance of 2550' to a point on the East-West centerline of said - t\g 53r' �i' \ ^; m ��. \ ��s� o•, Y 9 9 9 Y g J � �,. oo ♦ �\ R _ , Section 6.Thence Westerly along said centerline on a bearing of N89°49'44"W for a distance of 2655.78' to the center of said Section 6. Thence continuein Westerly along said centerline on a bearing of N89 49'44"W for a distance of 2655.78' to a point on the West Section line of Section 6. Thence due North for a distance of 1532' to a point on � - �-`--�, ^, � <� ; \ o � ♦ \ the centerline of the Colorado River. Thence Northeasterly along the centerline of the Colorado River, on a bearing of N63°45'00°E for a distance of 460', thence on a bearing of v t'' \ -a \ \\ N56°35'00'E for a distance of 345' along the River centerline, thence on a bearing of N50°3!5'00"E for a distance of 690' along River centerline, thence on a bearing of _ c ` \ n f E� \ \ v,R N53°18'00"E for a distance of 312.48', thence Easterly along the North Section Zine of Section 6, on a bearing of S89°45'28'E for a dista ce o 3827.44'. AO 0 00 0 4F ` � S O Z5 e 5 - - 9C� \ , �� a O� \� � �. i\ � �` \\ FLOOD PLAIN 'r'0 . \ . 6 - e ° �' A �� N o v ✓ tin °u 6)r.Ro Is 0 t _- � ,W,� r r/� -`. � �- � � t �\t �i�S�\�. /. , _ .'- --' ♦ �. / iel t \� ROW o 90 V ' \ / 601ROW �' 6 '.RO o A �♦ 20' � ROW\ Wap I-- / t =-.� _-- - --��-' ♦ \\ / \ Q (000 o.. /� _ -.�__.�.� ; ''_ --- -- �' \� ♦` \ \`\ "/85'r. ROWI'V OE IV ell -ice �^` i _ y I �/ �.r .^ �• \\\\ t � O �_ \ 5650 - _ i - _ ---- '--/ Existin \�, c '� ya\\ ♦ \� ' _.'�q6 �° o g of= oad R,ght __ puture Ralfr 0+ W O 1 c 1 \ f l `♦ \ s�\ L�'� SOF ��\ ♦♦ �� \\ _ _ 1\ m t / /� \\, r' �.. \ ` �� \�\ � � � �. ♦�� // \�\ a� From _ LaYout V 1 V / ' - ��♦♦ ♦� A �A , i \ V� ♦ . // \ .r. o/k , m \ \ / i `S ♦ o� -- W \ A \- �� / t 20'ROW ♦♦ �� \� °!�Oo,� Canyon Creek -----F,----------------- 1lght Du Y 11 m' II \ w II ��+DYtY ` i I i / \ / J _ + �� 0 •\, 4. 0/0R rd ri0$/ �%J'4�0 - Oen eti I 20' ROW I 1 1 1 X20' kOW 85'r. ROW �/ JOp A�f/ /e/°° `+ « I /� 1 I'�. :` ' I I s I I Existn �\ / ��09 Eq Existing Pipe Brid e 5725 U� Ro$tl �` /-------- --. I C 11 =-tin �__��` I T 1' I O 11 e 1 S / ; p \ \`�\ j4 P e� \, 4pfOOF ` ` ` D`t J9�oo 'OO.,E �/ • 15 p0„ E \� AO' ROW I I O .. I / 0 \ J/ J 7 Y S tha,to, Ar / _ ♦♦ 1 m 1 \\ iI 1 C 1 ,� . \ / /\0 •V °o. °jsi - _ Roed �, N77• N 501p0 40t 0a tea Shop Roa -" Shop C01 6 -SO N 1 f�C 1 ' t,1t5 J`fLj• 0000"E �� / t7 1 51 \ `- - Future Raitropd - � FLOOD PLAIN Nl1o. oo"E / yl•zo'oo"E r . 80 ROWS 50 � _ _ _ 40'Road 20' ROW \ � ' ' - - - 00 '7 / i II `t� Right-o!-Wey 50.0 --� 3 / oad \ i / I � ,y � ° .,. ---- _ _� ---- - Roc �--------_� 750 �-- _ .----- ----� / / 1 ,. \\ ------------_------ ____ — = - _ _ --------------- „��''� 5800arty \ o I r--- / 350 \\ - 5675 - Ct4ht Duty Q_� - --t- -' - - --- 5700 CoalCoal01 1- Storage Pile j /�♦. ` W -- � / 8y.1°•. ��. , � 5725 485 y, 1 1 , .5750 � d°Ot R O V Plant �80'ROW ♦.♦ rGI ` Q -,0 J ` @ /'� ,� //�Jt / f I 1 �V �� _ 1 j $ 57580 ' �J $. 5800 l _ I 1 2-50,00 on ----- -� / �' ' / I 1 1 ��` ' ' Tanks t / D 1 1 �(UI/ N of Water I p \ '.I 1 M t— O O BSO S90 ---� i� - - - - - - - - - - 0-�� Y ewat 5t�5O � A -5950 \ 6/00 CERTIFICATIONS: P.U.D,.: Mine « Legal Description: Flood Plain Survey: s / / • 5g�0 �gq5 ' 00 A. ZONE DESIGNATIONS: ' _ Light Industrial District 39.74 ac. t11IM 2 Heavy industrial District 135.89 ac. COsCommon Open Space 116.66 ac. Total Acreage Lot "A" 292.3 ac. NOTES: 1) 30 foot easement along all live streams where possible. 2) All Common Open Space may be used for easements, utilities and pipeline 3) Roads & streets North of the railroad shall be dedicated to the public. 4) Roads & streets South of the railroad shall be under private ownership. 5) Railroad R.O.W. pre-empts all other land use, rs s_ T 6 S.R 9O n Of th 91e .•. Q �,,� .r 6th " DEVELOPMENT DATA: Roads & Streets: Utilities: Land Use: Existing County Road has 80' r.o.w. Railroad- Rio Grande Railroad Water- Storm King Mines, Inc. See P.U.D Developement Standards. Sewage Treatment & Sewerage - Storm King Mines, Inc. Electricity- Public Service Company Of Co. Telephone- U.S. West/Mountain Bell Natural Gas- Rocky Mountain Natural Gas Cable Television- Aerowave Inc 6000- - 6050 p00--6050 — 6/00 6/50 100'ROW �10'00'f J°a• ��' 20' ROW Scale 1"=200' 1:2400 0 100' 100' 300' 100' V6 W, Soo' 600' pyo' C. 1. = 5', 25' Datum: Mean Sea Level APPROVALS County Commissioner: Date: County Commissioner: Date: County Commissioner: Date: Witness: Date: DEVELOPMENT PACKAGE "A" (Phases 1 Through 9 /Test Mine) Storm King Mines Denver, Colorado Owner: Storm King Mines, Inc. Applicants: Storm King Mines, Inc. Planner: Jeffrey L. Pecks, A.S.L. A. COAL RIDGE NO. 1 9137 E. Mineral Circle 9137 E. Mineral Circle 99 Corona Englewood, Co- 80112 Englewood, Co. 80112 Denver, Co. 80218 GARFIELD COUNTY, COLORADO Surveyor: Scarrow & Walker, Inc. Topography By: IntraSearch, Inc. Engineer: Schmueser & Associates COAL RIDGE Box 460 5351 S. Roslyn St. 201 Centennial St. Glenwood Springs, Co. 81601 Englewood Co. 80111 Glenwood Springs, Co. 8160i PLANNED UNIT DEVELOPMENT Mine Surveyor: Hydrology: Terra Therms Inc. Mine Engineer: John Soderberg Date October 12,1984 Scale 1"=200' Paul Storrs P.E. ,L. S. 7346 A South Alton Way Storm King Mines 2025 Moore St. Suite 124 9137 E. Mineral Circle Denver Co. 80215 Englewood Co. 80112 Englewood Co. 80112 Revision No. Drawing No.: 7-5