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Home My WebLink About20183824.tiff Varra Companies, Inc. OFFICE OF SPECIAL PROJECTS 8120 Gage Street Frederick,Colorado 80516 Telephone(970)353-8310 e-Mail: bljforestera,msn.com Monday 26 November 2018 Weld County Clerk to the Board 1150 O Street Greeley, Colorado 80631 Subject: TECHNICAL REVISION to OMLR for Permit M-2010-049 - Western Sugar Reclamation Land Development Project - Status, Clarification, and Necessary Changes to the GRADING PLAN and correlated Financial Warranty. Materials submitted to the Colorado Division of Reclamation Mining and Safety (CRMS) - Office of Mined Land Reclamation (OMLR): • Correspondence of 26 November 2018 from Varra Companies, Inc. to the Colorado Office of Mined Land Reclamation, with attachments. Attachments: • Updated Chart estimating volume and costs to backfill and grade Tracts C and D. • Updated Extraction (Grading) Plan Map. • Proof of Placement with Weld County, Colorado — Clerk to the Board. • Copies of OMLR prior Grading Cost estimates of 20 June 2011. • $216.00 Technical Revision FEE - Check #: 49856 Your signature below acknowledges receipt of the above referenced material, as attached. The material should be added to the above referenced Application, as originally submitted to the Weld County Clerk to the Board, and made accessible for public review. RECEIVED WM Received On N0V 2 7 2018 WELD COUNTY By: COMMISSIONERc Office of the Weld County Clerk to the Board of County Commissioners ��bli c I�eviev� CC:PL(TP),P WERfcli/cK) 12/3/18 ��/z81i8 2018-3824 Oc-COCO COLORADO DIVISION OF RECLAMATION, MINING AND SAFETY 1313 Sherman Street,Room 215,Denver,Colorado 80203 ph(303)866-3567 REQUEST FOR TECHNICAL REVISION(TR) COVER SHEET FileNo.:M- 2010-049 site Name:Western Sugar Project County Weld TR# (DRMS Use only) Permittee:Varra Companies, Inc. Operator(If Other than Permittee): Permittee Representative:Bradford Janes - VCI Office of Special Projects Please provide a brief description of the proposed revision: Revision to Grading Plan and attending Financial Warranty As defined by the Minerals Rules, a Technical Revision (TR)is: "a change in the permit or application which does not have more than a minor effect upon the approved or proposed Reclamation or Environmental Protection Plan." The Division is charged with determining if the revision as submitted meets this definition. If the Division determines that the proposed revision is beyond the scope of a TR, the Division may require the submittal of a permit amendment to make the required or desired changes to the permit. The request for a TR is not considered"filed for review"until the appropriate fee is received by the Division (as listed below by permit type). Please submit the appropriate fee with your request to expedite the review process. After the TR is submitted with the appropriate fee,the Division will determine if it is approvable within 30 days. If the Division requires additional information to approve a TR,you will be notified of specific deficiencies that will need to be addressed. If at the end of the 30 day review period there are still outstanding deficiencies,the Division must deny the TR unless the permittee requests additional time, in writing,to provide the required information. There is no pre-defined format for the submittal of a TR; however, it is up to the permittee to provide sufficient information to the Division to approve the TR request, including updated mining and reclamation plan maps that accurately depict the changes proposed in the requested TR. Required Fees for Technical Revision by Permit Type-Please mark the correct fee and submit it with your request for a Technical Revision. Permit Type Required TR Fee Submitted (mark only one) 110e, 111, 112 construction materials, and 112 quarries $216 112 hard rock (not DMO) $175 I 110d, 112d(1, 2 or 3) $1006 Varra Companies, Inc. OFFICE OF SPECIAL PROJECTS 8120 Gage Street Frederick,Colorado 80516 Telephone(970)353-8310 e-Mail: bljforester@msn.com Monday 26 November 2018 To: Peter Hays, E.P.S. Colorado Office of Mined Land Reclamation (OMLR, or 'the Office') Division of Reclamation Mining and Safety 1313 Sherman St., #215 Denver, CO 80203 From: Varra Companies, Inc. Bradford Janes, Forester Liaison — Interdisciplinary Affairs Subject: TECHNICAL REVISION to OMLR for Permit M-2010-049 — Western Sugar Reclamation Land Development Project - Status, Clarification, and Necessary Changes to the GRADING PLAN and correlated Financial Warranty. Legal Description: A parcel of land located in part of the NW/4,NE/4 and NE/4,NW/4; Section 9; and a portion of the S/2,S/2; Section 4; all in Township 5 North; Range 65 West; 6' P.M.; Weld County, Colorado. General Location: South of the Cache la Poudre River — East of Ash Ave. — North of 16th St. Total Acres: 102.87 This Technical Revision is intended to clarify planned grading and attending financial warranty considerations for Tract C and Tract D, for Permit M-2010-049, only. This Technical Revision clarifies, updates, and amends prior submittals and Annual Reports. • Of the 62.81± acres of extractable area for Tracts A, B, C, and D; 44.62± acres (or apx. 71%) are completed. This includes the reclaimed basin of Tract B, and completed areas of extraction comprising Tract C and D. • Only Tract A remains to be extracted, and at the rate of past extraction would be completed in apx. three years - however — extraction at Tract A is deferred since the site is presently utilized primarily for processing, stockpiling, and related yard activities. 1 • Still, the rate of extraction was so rapid it shortened the anticipated life of the mine by nearly 10 years, or nearly 50 percent of the anticipated timeline. • The rate of extraction simply outpaced mining methods intended to maintain concurrency of finished slope establishment, essentially doubling the needed volume to complete the finished slopes. • The rate of extraction was also compounded by labor shortages and equipment breakdown due to the increased demands on this resource. • A chart of our estimated volume requirements was created based upon an updated revised map, included with this submittal. • Warranty cost estimate determined by field examination and supplemental data and comparison with the warranty calculations provided at the time of the permit by the OMLR, are included with this correspondence to support that the values determined and reflected here are reasonable. The included Map is enlarged at 1 inch = 100 feet to better reflect the measurements and locations of features utilized to determine fill volumes needed to bring the basin slopes to a 3H:1V grade. Existing slope configurations are identified on the included chart and determined using the following information: Tract C: 1. Has conservatively a 1.75H:1V slope with an apx. 35.5± feet of vertical depth from the bottom of the soil profile until it hits an underlying 3H:1V. The perimeter extent (in Orange @ elevation 4624') on the Grading Plan Map — excludes the southern boundary where existing grade, while rough, is a 3H:1V or flatter in general. Refer to Chart for measurements. 2. The apx. line of beginning of the 3H:1V slope (in Green @ elevation 4589') extends apx. 15.0± feet of vertical depth from the bottom of the 1.75H:1V slope to the basin bottom (Green Hatch area); for a total basin depth of 50± feet. Tract D: 1. Has conservatively a 1.50H:1V slope with an apx. 32.0 ± feet of vertical depth from the bottom of the soil profile until it hits an underlying 3H:1V. The perimeter extent (in Orange @ elevation 4619') on the Grading Plan Map includes the entire basin boundary. Refer to Chart for measurements. 2. The apx. line of beginning of the 3H:1V slope (in Green @ elevation 2152') extends apx. 13.0± feet of vertical depth from the bottom of the 1.75H:1V slope to the basin bottom (Green Hatch area); for a total basin depth of 45± feet. Varra Companies, Inc. Western Sugar Project 2 OMLR Permit M-2010-049 Technical Revision- 26 November 2018 Note: Once the volume for the Upper slopes to meet a 3H:1V configuration was determined, the volume necessary to meet the underlying 3H:1V slopes below it was needed. The extent of these slopes extends from a green line at the top of the 3H:1V slopes to the apx. bottom of the basin shown with an Orange Hatch. The resulting volumes and correlated calculations are shown on the included Chart. The results show an additional 210,155.86 cu.yds. of fill are needed to bring slopes to a reclaimed grade for both Tracts C and D. Utilizing comparative figures from the 10 June 2011 OMLR Grading estimate (included with this submittal), a total warranty to cover the basin grading is $155,165.12. Other Information: 1. Backfilling of the basin slopes will continue until the basin area is equal to or less than the extents shown on the included map. 2. Water elevation is at 4616', as shown by a Cyan colored line on the included map. 3. The yellow triangle outside the northwest corner of the permit area is not part of the existing permit. 4. -fin- cc. Garrett C. Varra, Vice-President of Operations Varra Companies, Inc. Attachments: • Updated Chart estimating volume and costs to backfill and grade Tracts C and D. • Updated Extraction (Grading) Plan Map. • Proof of Placement with Weld County, Colorado — Clerk to the Board. • Copies of OMLR prior Grading Cost estimates of 20 June 2011. • $216.00 Technical Revision FEE — Check #: 49856 Varra Companies, Inc. Western Sugar Project 3 OMLR Permit M-2010-049 Technical Revision- 26 November 2018 I l,{. VARRA COMPANIES, INC. 49856 11/26/2018 M2010-049-2018 0.00 216.00 216.00 PIT 120 WESTERN SUGAR TEC REVISION Check Total: 216.00 Check: 049856 11/26/2018 CO Div of Reclamation, Mining 1 :imp € a .�t-'� 3 ' Ii ' Y Fill Ae5'i! �' . .s : ,fie IIy `- s� K/.6+ $-' §'� 4 T``n„7y �. ,' J � ,� ..c � ..:..�........ ... �:,, 7 raj J£ r 3 +w.. $' 14:: *• k 4 h 3 '' ' I Y F`: 1 s q x i ,g <,� 1 4f ' +a, t _, i' ft .a `d! ,: _ ,,t ;. '- n u s awn s `€ :� �.is �. �ii{ � I C + I � ,r+ � �:s N ` ' .^p-.s�' '4;i: -fr 4,m1. '� .m}„ g1, T'§ �x 3� k Po J tv �S 1 ,',:,',.• 3& § vy fi .. +$ ` k.''''''':;:'':7-II *A Tom` '�'�j :. �',+,u.' TWO A E ISXT :� i k� ! E k �d I .9 t'� :. { 4, : f 1 $ + S tea': F ;i4p- .',' -;;;;',i'.Y.,4;,;,1;;;I.; ..tAi;;,i- $;r; Irt,13:4!:,,4'ii.,'-,:: -;1;:;;;;.;.4;;;;R-;.I:i. r 4 fR' * g € � 5 .� 3 + l''.4 ,.4.,,,,j.,"14 y c ""{ It � v� tr, I. ! F wr -1 a Il €,0,4:4:0(''.11';:;': �r. ill 60498560 X1:09 1,408 7 34i: 000 L6058 1II' Field Western Sugar _ slope distance sine of angle nearest 1/4 Google Earth slope distance sine of angle nearest 1/4 M-2010-049 location yds feet 8 Angle x Sine = wall ht. slope value x:1 location yds feet „ Angle x Sine = wall ht. slope value x:1 Tract C - West Middle 23.00 69.00 34.00 0.559193 38.50 1.75 Tract C - West Middle 80.00 0.559193 44.73 1.75 Tract C - North Middle 21.00 63.00 32.00 0.529919 33.38 2.00 Tract C - North Middle 70.00 0.529919 37.00 2.00 Tract C - North East Corner 18.00 54.00 34.00 0.559193 30.00 1.75 Tract C - NorthEast Corner 45.00 0.559193 25.00 1.75 Average 62.00 34.00 1,75 ( Average 65,00 I 35.50 1.75 Tract D - SouthEast Corner 18.00 54.00 40.00 0.642788 34.70 1.50 Tract D - South East Corner Tract D - West Center 18.50 55.50 39.00 0.62932 34.90 1.50 Tract D - West Center Extraction was not near terminal end of removal to make estimates Tract D - North Center Fill 15.00 45.00 37.00 0.601815 27.00 1.50 0 Tract D - North Center Fill Average 52.00 32.00 1.50 I Notes: 1/ Length of slope to toe where angle breaks to apx. 2.5:1 or flatter toward basin bottomkl. 2/ Start of slope measured below native soil cut & soil stockpile height of 10+/- feet which may appear asa vertical overhang to cut slopes over portions of the upper basin cut. 3/ Google valued determined based upon 3D Measurements on a 2014 USGS Aerial Image. Tract C 787.66 sq.ft. area x 3647.41 [ -sr ] 106,404.40 cu.yds. 210:155 .86 additional cu.yds./ 69,259.0 = 3.0 x $38,791.28 = $116,37324 Additional Warranty lower C 666.0 sq.ft. area x 1442.63 35,584.63 cu .yds. Tract D 768.00 sq.ft. area x 3047.55 [ = 1 86,685.87 cu .yds. lower D 624.00 sq.ft. area x 2152.21 49,739.96 cu .yds. Estimated Total Warranty = $11.6,373.84 + $ 38791.28 = $155,165.1.2 Estimated Total Warranty Sum = 278414.86 cu.yds. minus 69,259.0cu.yds. * ** OMLR Administrative Costs may increase the total. The current financial warranty is $127,210.00 - difference 210,155.86 cu.yds, however - numbers for Grading only appear in the 20 June 2011 O VILR Warranty Estimate performed by Michael Cunningham. COST SUMMARY WORK Task description: Cost Summary Western Sugar Reclamation Permit Action: Financial Warranty Site: Land Development Project Calculation Permit/Jobii: M2010049 PROJECT IDI NTII<ICATION Task#: 006 State: Colorado Abbreviation: None Date: 6/21/2011 County: Weld Filename: M049-006 User: MAC Agency or organization name: DRMS T4SK LIST QIRECT COSTS] Form Fleet Task Task Description Used Size Hours Cost 001 Dewatering Tract A PUMPING I 2,495.69 $17,515.00 002 BackitilingbiShwall DOZER 12 94.35 $38,791.28 003 Replacing Topsoil SCRAPERI I 21.19 $4,821.10 004 Revegetation of Disturbed Areas - REVEGE 1 0.00 $13,977.39 005 Equipment Mobilization/Demobilization MOBILIZE I 3.57 $5,230.46 006 Replacement Pump NA I 0.00 $20,528.22 007 Road Maintenance MISCTRUK I 29.00 $1,883.00 008 ,Road Grading_ GRADER _ I 2.67 $232.00 S.t1BTQTALS: 2646.47 $$102,978.45 t DIcT COSTS P1/$R$PAD AND PRO$IT: Liability insurance: 2.02 Total= $2,080.16 Performance bond: 1.05 Total= S1,081.27 Job superintendent: 0.00 Total= $0.00 Profit: 10.00 Total= $10,297.85 TOTAL 0 Sr P= 813,459.28 CONTRACT AMOUNT(direct+0&P)= 5116,437.73 _, LEGAL-ENGINEERING-PROJECT MANAGEMENT: Financial warranty processing(legal/related costs): 0.00 __ Total= 0.00 Engineering work and/or contract/bid preparation: 4.25 Total= $4 948.60 Reclamation management and/or administration: 5.00 55,821.89 CONTINGENCY: 0.00 Total= $0.00 TOTAL INDIRECT COST_ $24,229.77 TOTAL BOND AMOUNT(direct+indirect)= S127,208.22 Page 1 of 2 BULLDOZER ORK Task description: BackfillIaghighwail Western Sugar Reclamation Permit Action: Financial Warranty Site: _Land Development Project Calculation Permit/JobN: M2010049 P'ROWCT IDENTIFICATION Task S: 002 State: Colorado Abbreviation: None Date: 6/20/2011 County: Weld Filename; M049-002 User: MAC Agency or organization name: DIMS HOURLY EOUIPMENT COST Bask Machine: Cat D9R-9SU(2005) Horsepower: 40S Blade Type: Semi-Universal Attachment: NA Shift Basis: I per dater Data Source: (CRG) Cost Breakdown: Utilization 3' Ownership Cost/Hour: $49.19 NA OperatingCosVHour: $117.89 100 Ripper op.Cost lour: $0.00 0 Operator Cost/Hour: $38.49 NA Total unit Cost/Hour: $205.56 Total Meet Cost/Hour: 5411.13 JV1AT RIAL OUANTITIES Initial Volume: 69:259 Swell factor: 1.000 Loose volume: 69,259 LCY Source of estimated volume: Division of Reclamation,Mining&Safety Source of estimated swell factor: Cat Handbook J{OURLY PRODULCTION Average push distance: 50 feet Unadjusted hourly production: 2,110.5LCY/hr Materials consistency description: Loose stockpile 1.2 Average push gradient: 30% Average site altitude: 4 600 feet Material weight: 2,6501bs/LCY _Weight description: Decomposed rock k-25%Rock2S%Earth ,lobcondition Correction Factor $ounce Operator Skill: 0.750 (AVG.) Material consistency: 1.200 (CAT MB) Cmcea cast Ettimatln¢Software Bulldozer Worksheet Cont'd Task#002 Page 2 oft Dozing method: 1.000 (GEN.) Visibility: 1.000 (AVG.) Job efficiency: 0.830 (I SHIFT/DAY) Spoil pile: 0.900 (SSD•FC) Push gradient: 0.298 (CAT HD) Altitude: 1.000 (CAT HB Material Weight: 0.868 (CAT HB )� Blade type: 1.000 i (PAT) Net correction: 0.1739 Adjusted unit production: 367.02 LCY/br Adjusted fleet production: 734.04 LCY/hr JOB TIME AND COST Fleet size: 2 Dozer(s) Unit cost: S0.S601LCY Total job time: 94.35 Hours _ _ _ Total job cost: 5388791.28 CIRCES Cost Estimating Software fill 1.1 iV 1 ~ / Tom/ -fix r / !'++f' _ _ _ •r� �` - _— _ \`\' • - - "^... ...........-. . F �+--,-+�- i V. "~ -""`1' l,r-� ..c.%._ , Y /T: i'-' � !"—l.-C:'lir r� V //+• off•" C =t. 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