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Home My WebLink About20201950.tiff r • l ' LARRY'.O'BRIA� F • 7985 VANCE DRIVE,surrE 205A FOUNDER - 'ARVADA,COLORADO 80003 STEVAN L O'BRIAN 308-43-7797 , PRESIDENT . FAX 303-023-7599 Weld County ,Clerk to the Board Board of County Commissioners Office 1150 "O" Street Greeley,' Colorado 80631 Re: L. G. Everist, Inc. Ttagsdale Reservoirs M-2020-007 Adequacy Response - 01 Packet Dear' Sr/Madam: We are delivering to 'you here with ,a copy of the Adequacy response and supporting exhibits for the L.G. Everist, Inc, - Ragsdale Reservoirs application filed with ?ou in February 2020. Please place this packet with the original book; The original is on file 'with the Division of Reclamation, Mining.; & Safety. • This copy of the permit application adequacy response is delivered to you pursuant ;to 34-32 )S-112 (9) (a) , Colorado Revised Statutes 1995, as amended, which states in part: the applicant shall place a copy of such application' for public inspection at the office of the, Board and, ;Office of` the County, .Clerk, and Recorder of the County' in ,which the affected land is located. , packet This p must be kept with; the book for public review until the application has been approved by the I)ivision. 'We i1l contact you once it is and make arrangements to pickup this copy. Please acknowledge receipt of the copy of the permit adequacy response by signing in the appz'opriate space provided below and': returning one copy of this letter to the person deliveririg it. Yours truly, C ENVIRONMENT, INC. RECEIVED MAY 0 82020 Stevan L. O'Brian,_ enclosure COMMISSIONERS WELD COUNTY RECEIVED THIS DAY OF , 2020, one copy of the adequacy response 01 packet for above referenced mine: Weld County Clerk to the Board B F�vbl G Rev ec,.l cc,pLE*P)'pw($ti/et IcHicK) 2020-1950 o • Epviroinet, c. LARRY E.O'BRIAN 7985 VANCE DRIVE,SUITE 205A FOUNDER ARVADA,COLORADO 80003 STEVAN L.O'BRIAN 303-423-7297 PRESIDENT FAX 303-423-7599 May 6, 2020 Mr. Eric Scott Division of Reclamation, Mining & Safety 1313 Sherman St., #215 Denver, CO 80215 Dear Eric; RE: L.G. Everist, Inc. Ragsdale Reservoirs, Permit#M-2020-007 Adequacy Response#1 On behalf of our client L.G. Everist, Inc., I will respond to your March 27, 2020 adequacy review letter in the order and number format presented in that document. I have also provided responses to the State Engineers Letter,and the Colorado Parks and Wildlife letter. During the public comment period we found a number of address for ROW and Structure owners that did not match the original list be obtained from the source of record. I updated Exhibit O, Exhibit 5 and the Lists on Map Exhibit C b C-1 to match the mailing lists used for the owner notification and structure agreement mailings. APPLICATION FORM: Item 9: Location Information - Township is listed as 66W on the application form, and 67W on the Legal Description in Exhibit A and on Exhibit B. Please revise as appropriate within the appli- cation package and confirm that the correct location was used in the publication of the public notice for the site. If the site location was published incorrectly, you will need to republish the public notice and reopen the public comment period. I researched all available information and Range 66 West(66W) is correct. It appears the mistake was confined to Exhibit A and the Map Exhibit B title block. I have checked all areas where a reference is made to the Section, Township and Range listings and these 2 • ENVIRONMENT, INC. PAGE Z L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE ❑1 MAY 6, 2020 are the only ones that are not right. The Public Notice contained the R66W listing so re-notice and re-publication is not needed. EXHIBIT A - Legal Description (Rule 6.4.1) : See comment for Application Form. Attached is a Revised Legal Description with the correct Range (R66W). EXHIBIT B - Index Map (Rule 6 .4.2) : See above comments on site location. Attached is a revised Index Map with the correct Range (R66W). EXHIBIT C - Pre-mining and Mining Plan Map(s) of Affected Lands (Rule 6 .4 .3) : Exhibit C - Surface owners Darrell McCrumb Trust and Carol Chavez Living Trust are shown on map (far SE corner, East Side) , but not listed in text on map, or in Exhibit 0. I have revised Exhibit 0 and the lists on Map Exhibit C to add their name and address. Thank you for pointing this out. What is the "IR" line in the NW corner of Phase 2 and in Phase 4A? They are underground Irrigation pipes used by Cannon to irrigate those areas. I have added that line to the Legend on Map Exhibit C. They will be removed during mining. Exhibit Cl - As a general rule, the "snapshot" presentation utilized for the mining plan and bond calculation utilized in this application is not appropriate. DRMS will need to see the proposed mining plan for the site as it will be ultimately executed for all phases . I have revised the Map Exhibit C-1 to show the mining occurring in all phases. Of course having all phases mined at the same time would never occur in real life, because the applicant will be conducting concurrent reclamation. The original "snapshot" shows an estimate of how much would be disturbed, and to what extent, at any one time. Locations of topsoil and overburden piles need to be shown on mining plan map. To a certain extent, they have been shown in some areas. The Typical Sight Berms that are located along perimeters of phases will be built with excess overburden. I have changed their labels on Map Exhibit C-1 - Mining Plan Map to read "TYPICAL SIGHT BERM (OVERBURDEN STOCKPILE)". The berms left after reclamation will still be topsoiled and seeded. I have also added random topsoil and overburden stockpiles around the phases, which are labeled on the map as "TOPSOIL PILES (approx. location)" or "OVERBURDEN PILES (approx. location)", and a label has been added to the map legend ENVIRONMENT, INC. PAGE 3 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE ❑1 MAY 5, 2020 as well. Because of the revisions to the Mining Plan Map the locations shown are approxi- mately where they would be placed prior to the area being mined. Slurry wall for Phase 3, and the slurry walls located in the eastern part of the permit are not shown. The reason is that during the moment in time of the "snapshot", the slurry walls had only been installed around Phase 1 and 2. The new map shows all slurry wall locations There is no description in the legend for the hatch pattern shown in Phase lA/2A. The hatch you note is in the backfilled areas that were part of the"snapshot" mining plan. However, since we have changed this "snapshot" map with a Mining Plan Map that shows all areas being completely mined out at the same time (which would never happen), I have not added the hatch pattern in question to the revised Exhibit C-1 Mining Plan Map because those areas that were backfilled are now shown at their ultimate mining time period. Because so much of the mining plan and configuration of the final reclamation plan depends on the configuration of the existing utilities, and which ones will be removed/relocated as mining and reclamation progresses; please provide a separate figure with table that highlights the utilities within the areas to be mined, a description of what they are, who owns them, and how they will be dealt with. It would probably be most useful to break this out by mining phase. I prepared a map (EXHIBIT C-2 - STRUCTURES MAP) showing just the permit boundary and any structures on or within 200 feet of the permit area with a Table for each Phase. The table lists the structure, the owner' name and what will happen to it during mining. In most cases, the non-Cannon Land structures will remain undisturbed. The Cannon Land structures will be removed as provided for in the operating agreement between L.G. Everist and Cannon Land Company. Most of the structures to be removed or relocated are oil and gas structures, possibly including wells, facilities and flow lines that are associated with old wells that have been shut-in and are in the process of being plugged and abandoned. The heavy hatched line in the south end of Phase 1 is inconsis- tent between the mining and reclamation plan maps - please edit as needed. The heavy hatched line you note on the Mining Plan Map is the road around the reservoir. I have fixed it on the new map. At one time, L.G. Everist, Inc. was going to mine around the Platte Valley Irrigation Company land and I forgot to move it once they received the Source of Legal Right to Enter with the agreement to mine that small piece. EXHIBIT D - Mining Plan (Rule 6 .4 .4) : It is not explicitly stated in the application, but DRMS assumes based on the information provided that Phases 1, 2, 3, 4, 5 and 6 will have slurry walls installed prior to dewatering/groundwater exposure, and that Phases lA, 2A, 4A, 4B, and 5A will be wet mined. Please confirm if this is correct . ENVIRONMENT, INC. PAGE 4 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE ❑7 MAY 5, 2020 Mining in Phases 1, 2, 3, 4, 5 & 6 will be mined after the slurry walls are completed around them. But it will be necessary to pump out any water captured during lining and during the time until the liner certification is complete. The losses associated with this action will be covered in the Temporary Substitute Supply Plan ( TEMPORARY SUBSTITUTE SUPPLY PLAN ) developed for the mine. Stages 1A, 2A, 4A, 4B, and 5A will be dewatered during mining so they can be mined dry. Dewatering will have to continue n some capacity until mining ends. The side slopes in these backfill phases will be mined 3h to 1v so they do not need to be graded if mining ends prematurely. The pumps would then be removed and the mined area would fill with water and remain that way till backfilling is complete. The evaporative losses from these ponds will be accounted for in the Temporary Substitute Supply Plan until backfilling is done. With respect to the additional figure/table referred to above detailing the utilities in the areas to be mined, please acknowl- edge that DRMS will require a TECHNICAL REVISION to be submitted to modify the mining plan/reclamation plans as required if changes are made to how existing utilities are handled during the mining process . Thank you for the reminder. L.G. Everist, Inc. understands that any changes to the approved plan resulting from moving utilities and changing the reconfiguration of the final reclamation plan will require a Technical Revision. EXHIBIT E - Reclamation Plan (Rule 6.4 .5) : The first paragraph in the "reclamation plan for reservoir areas" is duplicated - please edit as needed. I have corrected this and enclosed a revise Exhibit E- Reclamation Plan for the file. Inlet/Outlet structures to allow floodwaters to enter and exit Phase 1 and 2 without damaging slurry wall liners will need to be designed and installed. Please provide the appropriate designs and show the locations for the structures on the Reclamation Plan Map. Costs for this will also need to be included in Exhibit L. No inlet/outlet structure will be buillt on this facility. It is not L.G. Everist's responsibility to bridge the gap between the permit area and the river's edge. The land owner does not desire inlet/outlet structures at this time, thereby alleviating DRMS's responsibility. After mine reclamation and release, if the landowners want to install inlet/outlet structures, they are ultimately responsible for addng them if they feel they are needed in the future. The permit boundary set-back from the river corridor was done because the landowner desires access to the South Platte River without the constraints of MSHA. This gives the landowner and his tenant farmer,access to unmined areas and on-going irrigation facilities and operations that are connected with the entire 700 acres on both the west and east sides of Highway 85. As a precaution, and following common industry practice, the permit boundary and mine limits were offset from the river bank at great distance to minimize impacts to the riparian corridor and possible inundation of floodwaters. With this extensive setback, the inlet/outlet ENVIRONMENT, INC. PAGE 5 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 01 MAY 6, 2020 structures which you are suggesting would have to be built outside the permit area and against the landowner's wishes. The landowner has rip rapped the river embankment adjacent to the permit area extensively over the years. During the last two major flood events on the South Platte River, in 2013 and 2015, no floodwaters came on to the Cannon Property. And, as mentioned above, the landowner does not desire the installation of inlet or outlets, thereby alleviating DRMS's liability to require the structures. We do not think Mile High Flood District (MHFD, formerly UDFCD) or their standards are relevant to work in Weld County. We will be getting a Weld County USR Permit, and this will include working with the Weld County Floodplain Adminis- trator to establish the criteria used within the South Platte River floodplain. This facility is not in an urban area near public land or facilities where Public Safety is a concern. So from that stand point, requiring inlet/outlet structures on private reservoirs is not a valid reason to require them. From a liability stand point, there is not an issue as the landowner has armored parts of an outer most banks and entire length along the east bank of the South Platte River on their property. It is unlikely that in the event of a flood that this armoring would be breached or destroyed. We are not sure why the Division wants to accept the liability for requiring something the owners do not want. Furthermore, if a flood occurs and damage occurs to the liner, L.G. Everist will rebuild and repair it as needed to re-seal the reservoir areas. After all, the liner must be sealed in order to receive certified approval from the SEO. And the liner must be certified in order to be released from the DRMS permit. Protection after reclamation and permit release is the responsibility of the landowner, not L.G. Everist or the Division. The first paragraph of the "RECLAMATION PLAN FOR BACKFILL AREAS" COIl- tains some incomplete sentences/thoughts . Please revise as needed. I fixed this area so it now makes sense. I have submitted a copy of the entire revised Exhibit E - Reclamation Plan instead of just the corrected pages to keep them all in one place. If backfilled areas are not returned to approximate original grade, reclamation slopes must be able to be traversed by agri- cultural equipment to support post mining land use of cropland as described - please acknowledge. The plan is to leave all areas where slopes are constructed no steeper then 3h to 1v and they will be capable of being traversed by farm equipment. The slopes around the reser- voirs will be seeded with the proposed grass mix down to the approximate level of the reservoir maximum fill level. If backfill areas are modified from cropland to be reclaimed as "wetland or wetland bank areas" , a TECHNICAL REVISION must be submitted as described, and a permanent augmentation plan for exposed groundwater will need to be approved by the State Engi- neer' s Office Division of Water Resources before those areas will be able to be released from the DRMS permit . Please acknowledge. ENVIRONMENT, INC. PAGE 6 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE ❑1 MAY 6, 2020 L.G. Everist, Inc., understands that should any of the mined area be reclaimed as wetlands that a Technical Revision will be filed requesting the change, and an augmentation plan to cover and replace the evaporative losses on the wetland areas will be obtained prior to release of those areas from the permit. Post mining revegetation will need to be established and largely weed-free prior to release of an area from the DRMS permit. No "reasonable assurance" exceptions as described in the permit application will be made. Please plan accordingly. L.G. Everist, Inc., will plan on completing reclamation of the reservoir areas as described and including established revegetation prior to requesting a release on any complete areas. The permittee is responsible to DRMS for maintaining the entire permit area in compliance with all applicable rules and require- ments, including weed control within the permit area. Any outside agreements between the permittee and other parties for site use and/or maintenance will be the permittee' s responsibility to enforce . L.G. Everist, Inc., understands it is the permittee's responsibility to maintain the permit area in compliance with all applicable rules and requirements, including weed control during the life of the mine and until reclamation is completed and the permit area is released in full or part. EXHIBIT F - Reclamation Plan Map (Rule 6.4. 6) : What is the fine green line around Phase 4B and on the north end of Phase lA depicting? That is just the outline of the hatch marks designating the area to be planted. On my map is shows up as a black line. I have changed it to black on the revised maps to match the hatch color. Please show the locations of the required flood inlet/outlet structures in Phases 1 and 2 . As mentioned above, no inlet/outlet structures will be built on this facility. It is not L.G. Everist's responsibility to bridge the gap between the permit area and the river's edge. The permit area is setback 135 to 185 feet from the west side of the armored berm along the river. The Division is asking the applicant to expand the permit area by asking the applicant to build inlet/outlet structures. The landowners do not want inlet/outlet structures, which is why they have not been added to the Mining and Reclamation Plans and Maps. However, if the landowners determine the need for inlet/outlet structures prior to permit release, and if the structures are added within the permit area, then a Technical Revision will be filed showing the design and layout for such inlet/outlet structures. ENVIRONMENT, INC. PAGE 7 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE ❑1 MAY 6, 2020 The reclamation plan maps state that if the backfilled areas are not reclaimed to approximate original grade for cropland, they will be backfilled to at least two feet above groundwater and reclaimed as rangeland. The provision for reclamation as range- land is not found in the text of the reclamation plan. Please edit as needed for consistency. I have changed the notes on the Reclamation Maps to remove the "as rangeland". The owners plan to use the backfilled areas for agriculture crops no matter how full they are filled. EXHIBIT G - Water Information (Rule 6 .4.7) : Rule 3 . 6 . 1 (1) of the Minerals Rules and Regulations of the Colorado Mined Land Reclamation Board for the Extraction of Construction Materials states : "Disturbances to the prevailing hydrologic balance of the affected land and of the surrounding area and to the quantity or quality of water in surface and groundwater systems both during and after the mining operation and during reclamation shall be minimized..." To address these concerns, a Groundwater Mitigation Plan was provided by the operator to supplement the required information provided for Exhibit G. After reviewing the provided information DRMS has the following comments and additional requirements . In the first paragraph of the "Mitigation Trigger" section, the last sentence states that mining will start in unlined areas, however Phases 1 and 2 are shown to be slurry wall lined, so this statement is a bit unclear. Please revise as needed. Please also acknowledge that DRMS requires a minimum of five quarters of groundwater level monitoring prior to dewatering or groundwater exposure at the site . I have made a minor revision to the wording in the paragraph you are referring to above, to make it clear what is proposed and I have revised Exhibit G for the record. Mining will start in Phase 1-A, the first unlined area. The material will be moved to Phase 3 for storage and processing. Monitoring began in October 2019, so by January 2021 we will have 5 quarters of data available. The groundwater levels in MW#1 are currently an average of 17.5 feet below the surface, so Mining can begin if needed on Phase 1A in the gravel that lies 2 feet above the water table until the 5 quarters have been collected to avoid exposing ground water. Some nearby wells referred to in Table G-1 (Permits 195505, 38703 , and 25007-F-R) are not shown on the provided figure for G-1 or Exhibit C existing conditions/structures . Please add these wells or explain why they aren' t relevant . Thank you for finding those inconsistencies. I have spent time reviewing the well list again and have found that there were some corrections that needed to be made. All the details are listed below, in answer to your comment (2nd down from here) which starts, "DRMS acknowledges the difficulty in establishing...." ENVIRONMENT, INC. PAGE S L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 0 1 MAY 6, 2020 Please provide a table/figures showing all available water level monitoring data and trends over time for the monitoring wells listed. Attached is the most recent data collected from the monitoring wells -through March-2020. Depths to water shown in this table are from the ground's surface. DRMS acknowledges the difficulty in establishing appropriate trigger levels for mitigation in a large area with numerous external influences and large seasonal variations . To help mitigate these issues, minimize the impacts to the hydrologic balance, and/or demonstrate that the permittee has successfully addressed any reported impacts, it is vital to determine what the existing "pre-mining" conditions are for nearby wells that may be impacted. Therefore, in addition to the required five quarters of pre-mining water level data, DRMS will also require the permittee to attempt to document background conditions in the seven allu- vial wells within 200 feet of the site shown in Table G-1 prior to initiating dewatering activity associated with this permit . This data is especially important for this site, where mining activity may have the potential to adversely impact nearby alluvial wells . Wells shown on the provided map as owned by Bangert/Evans, Pacheco, and Castle Pines are all immediately adjacent to unlined mining areas, and are of particular con- cern/interest . For the seven listed shallow wells, DRMS will require that the permittee attempt to obtain the following data, in addition to whatever basic well construction data is currently available : • Total well depth, • Depth to static water level, • Depth of pump intake • Conduct pump test to determine well yield • Conduct analytical sampling of all Domestic Drinking Water parameters All data collection will be completed at the permittee' s expense. Data will be provided to DRMS and the well owner upon their request . If a well owner chooses not to allow the permittee access to collect the above data, they should be provided with a form that they can sign and date to document that they have been provided with an opportunity to have their well characterized at the permittee' s expense, but have chosen to decline to partici- pate. Thank you for the information on the additional requirements. I have spent time reviewing the well list again and have found that there were some corrections that needed to be made to the list. I forgot to make a correction to the well table and map when we revised the permit area. I am assuming that the 7 wells you note are the non-Cannon Land wells located outside the permit boundary. The changes in particular are as follows: ENVIRONMENT, INC. PAGE 9 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE O 7 MAY 6, 2020 • Alfred Herman well (195505) - is located west of the railroad line and is no longer within 200 feet of the permit line. • Castle Pines well (15358R) -which is shown on the State Engineer's Map as being located on the southeast corner of Phase 4-A is not physically located there. It is actually located adjacent to Weld County Road 20 approximately 3050 feet to the southwest of the map location, so it is not located within 200 feet of the permit line. • lona (Calvin)Wells-which are shown on the State Engineer's Map as being located in the very north east corner of the permit area are not physically located there. A ground check was done for the 2 lona (Calvin) Wells, and the wells were found 1000 feet from the permit area to the northeast. • Pacheco well - is a deep well having a total depth of 600 feet, so it will not be impacted by mining. • With the Herman, Castle Pines, and lona (Calvin)wells physically located outside 200 feet from the permit area, there are only 3 shallow wells within 200 feet of the permit area. Of the 3 wells, only the McPeek well, located just on the north side of Phase 1-A will not be located next to a lined reservoir and could be impacted by dewatering. I added this information and made the necessary updated information and changes to Exhibit G Water Information, Table G-1 and Map Exhibit G-1 (revised 4/23/20). If during the course of mining or reclamation complaints from a well owner are received by the permittee, the permittee will commence an evaluation and investigation, including providing replacement water to the well owner if necessary, within 48 hours . DRMS shall be notified within two business days of the complaint and the proposed initial steps for the evaluation of the complaint . A written report will be submitted to DRMS within 30 days detailing the information collected during the investiga- tion of the complaint, and proposed mitigation activity, if required. Please make the appropriate edits to Exhibit G, and acknowledge the additional DRMS requirements listed above. I have made the edits to Exhibit G, and I presume you wanted this added to the Mitigation Plan, so it has been included there, too. EXHIBIT H - Wildlife Information Costs (Rule 6 .4.8) : Timely comments were received from Colorado Parks and Wildlife. This comment letter dated March 12, 2020 has been forwarded to the permitting contact provided in the application via e-mail, and is also available for viewing through the imaged document data link provided at the end of this letter, or through the DRMS website. The primary topic of CPW concern is the proximity of the permit area to existing raptor nest (s) and habitat . CPW has provided suggested setbacks and date windows for activity restrictions in the comment letter. Please address how these suggestions will be implemented to minimize impacts to adjacent raptor nests and habitat . L.G. Everist, Inc. has retained Savage and Savage to investigate what needs to be done to ENVIRONMENT, INC. PAGE 1 0 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 01 MAY 6, 2020 accommodate the Federal and State requirements. They will get a clarification from the CPW and U.S. FISH AND WILDLIFE SERVICE on the raptor setback requirements, and we will send those updates to the Division under separate cover. EXHIBIT L - Reclamation Costs (Rule 6.4 .12) : All information necessary to calculate the costs of reclamation must be submitted and broken down into the various major phases of reclamation. You must provide sufficient information to calculate the cost of reclamation that would be incurred by the state. As stated previously, the provided "snapshot" approach provided for bond calculation is not appropriate for this site. If the applicant wishes to use a phased bonding approach, they will be required to break down the bonding costs into rational "phases" of mining and site disturbance (i .e. West Side/East side, or by Phase if possible) , and present the reclamation costs for those phases . Selecting an indeterminate point in the mining process will not be acceptable unless it can be demonstrated that, that point represents the maximum reclamation liability for the site as a whole . Please adjust the cost for the reclamation accord- ingly. It would likely be most useful to break down the reclama- tion costs Phase as shown on the mining and reclamation plans. The bonding has been broken down by phase, as you suggested. As you know, reclama- tion occurs concurrently with the mining operation, so the "snapshot"that we submitted was a reasonable estimate for the maximum disturbance at any given time. We modeled this bond calculation approach after the recent Firestone Gravel Resource bond recalculation, which you guided us through. The table included in the revised Reclamation Cost Esti- mate, has broken out the reclamation activities needed to finish each Phase disturbed. The totals are then used to calculate the cost for each activity needed. DRMS also notes that no costs have been provided for design or installation of flood control structures in Phases 1 and 2 which are located within the flood plain as shown. Dewatering costs for areas to be wet mined, prior to backfilling should also be included. As mentioned above, no inlet/outlet structures will be built on this facility. It is not L.G. Everist's responsibility to bridge the gap between the permit area and the river's edge. So there are no bonding costs for inlet/outlet structures, because none are planned. The landowners do not want inlet/outlet structures, which is why they have not been added to the Mining and Reclamation Plans and Maps. However, if the landowners determine the need for inlet/outlet structures prior to permit release, and if the structures are added within the permit area, then a Technical Revision will be filed showing the design and layout for such inlet/outlet structures and the bond will be revised as applicable.. I have not included "dewatering costs for areas to be wet mined, prior to backfilling", as you suggested, into the bonding calculations. Material pushed into the water will tend to naturally spread out to less than 3h to 1v, the exterior slopes will already be graded 3h to 1 v so no underwater reclamation will be required even if a gravel pit lake was left. So there is ENVIRONMENT, INC. - PAGE 1 1 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 0 1 MAY 6, 2020 no need to dewater the backfill areas during filling. EXHIBIT M - Other Permits and Licenses (Rule 6 .4. 13) : Is as Weld County Flood Hazard Development permit a separate document, or is that included within the county' s Special Use Permit? It will be part of the Weld County Use By Special Review permit process. For clarification, I have added that permit to the discussion for the County permits. EXHIBIT N - Source of Legal Right to Enter (Rule 6.4 .14) : Is the required surface use agreement in place at this time with Platte Valley Irrigation Company? Yes, we included the Source of Legal Right to Enter from the Platte Valley Irrigation Company in the permit application package, confirming that L.G. EVERIST, INC. can enter, mine and reclaim the subject area. Copy attached for ease of reference. EXHIBIT 0 - Owner(s) of Record of Affected Land (Surface Area) and Owners of Substance to be Mined (Rule 6 .4.15) : - Adjacent surface owners Darrell McCrumb Trust and Carol Chavez Living Trust are shown on map (far SE corner) , but not listed in text on map, or in Exhibit O. Please revise as needed. (For what it' s worth, I really appreciate having all these surface/ROW owners listed in one location) Thank you for catching this. I revised Exhibit O and any other lists on the maps to add their contact information. We also found they did not get the Adjoining owner letter so a version was mailed to them on Friday April 17, 2020 that extended the public comment for them until April 30, 2020 in case they had any comments or objections. We ask that if you receive any objection correspondence from them it be admitted to the file and treated as a timely comment letter.. EXHIBIT S - Permanent Man-Made Structures (Rule 6 .4 .19) : DRMS notes the provided evidence (certified letter receipts to struc- ture owners) that a notarized agreement between the structure owners and the applicant was pursued. To date L.G. Everist, Inc. received 4 signed Structure Agreements back from the 24 mailed. Copies are attached for the file and should any more be received they will be supplied for the file. If an agreement is unable to be reached a geotechnical assessment may be provided to demonstrate that the structures shall not be damaged. You must provide information sufficient to demonstrate that the stability of any structures located within two hundred (200) feet of the operation or affected land will not be ad- versely affected. The geotechnical report required (and also referred to in the sample letter provided) was not included with the application submittal package. Please provide. ENVIRONMENT, INC. PAGE 1 2 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 01 MAY 6, 2020 Attached is a copy of the geotechnical analysis prepared for the mine by Deere and Ault. Additional Information: You will also need to provide the Divi- sion with proof of notice publication as well as proof of notice to surrounding property owners within 200' of the permit . Any letters from other commenting agencies/entities received by the Division for this permit to date are available for review through the imaged document data link provided below, or through the DRMS website. t. t ://www.cca .o .ric>.qov/p..tc f .c/d.rms/data. search Find attached copies of the return receipt cards that have been received to date. Two letters were returned as not claimed and L.G. Everist, Inc. has not received 3 return rreceipts back, so we printed the tracking information for those items and provided a copy of the mailing receipts for cross reference. Attached is a copy of the Proof of Publication. OFFICE OF ARCHAEOLOGY&HISTORIC PRESERVATION -We will follow their suggestions if human remains are found. OFFICE OF THE STATE ENGINEER - L.G. Everist, Inc. understands the requirement for updating our Substitute Water Supply Plan and obtaining a well permit for this mine.. COLORADO PARKS AND WILDLIFE- L.G. Everist, Inc., has retained Savage and Savage to investigate what needs to be done in the short and long terms to accommodate the Federal and State requirements. They will get a clarification from the CPW and U.S. FISH AND WILDLIFE SERVICE on the raptor setback and monitoring requirements, and we will comply as needed. CPW notes mature cottonwood trees along the river and around the site as having the potential for raptor nests. The majority of these trees are not in the permit area, but rather in the setback we left along the river, so will not be disturbed by L.G. Everist. Additionally, the remaining mature trees on the property lie around the cultivated area where mining will concentrate. The only trees that will be removed by L.G. Everist, Inc. are those within the active mining areas. I hope these responses have addressed the adequacy questions you had. I will place a copy of this packet with the Weld County Clerk's office as required. If you have any questions please call. c ENVIRONMENT, INC. PAGE 1 3 L.G. EVERIST, INC. - RAGSDALE RESERVOIR ADEQUACY RESPONSE 01 MAY 6, 2020 LIST OF ATTACHMENTS TO THIS RESPONSE: Exhibit A- Legal Description- revised Exhibit L- Reclamation costs- revised Exhibit B -Vicinity Map- revised Monitoring well data thru 3-2020 Exhibit C- Pre Mining Map- revised Exhibit M-Other Permits and Licenses- Exhibit C-1 - Mining Plan Map new revised Exhibit C-2- Structures- new Copy PVIC Source of Legal Right to Enter. Mining Plan &Timetable- revised Exhibit O-Owners-revised Reclamation Plan &Timetable- revised Exhibit S Permanent Man-made Structures Exhibit F- Reclamation Map option A- re- 4-Copies Signed Structure agreements vised Cannon, Calvin, Century Link& Platte Exhibit F- Reclamation Plan Map option B- Valley Ditch revised Adjoining Landowner Notice Receipts Exhibit G-Water- revised Proof of Publication Map Exhibit G-1 - revised Deere&Ault Geotechnical analysis • Table G-1 - revised Sincerely, Environment, Inc Stevan L. O'Brian • President cc L.G. Everist, Inc. Weld County Clerk file enclosures EXHIBIT A LEGAL DESCRIPTION Parts of the NE1/,SEA/, Section 7; Parts of the SWl/, of Section 8 ; Parts of the NW'% of Section 17; Parts of the NE1/NE1/, NW%,.NE%, SW%SE1/, SEl/SW'/, NEl/SW%/,, NE1/NWl/, and the SE1/�TWl/, and all of the SEI TE'/, SWl/NE1/, NE1/SE1/, SE1/SEl/, and NW%SE1/ of Section 18 ; And Part of the N' NE1/ Section 19, Township 2 North, Range 66 West, 6th P .M. , Weld County, Colorado, containing 643 . 30 ac . ± Mine Entrance : 40°07' 50 . 492"N, 104 °48' 39 . 076"W WGS84 L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 1 I r T. 1 ‘ \2,a1 LJ .�/i C i A/f� -f 0 a) (-Ni l • 0 G , j!� '- tt 1 L 1` (0/ • F C1� \ � �-. /1•. , . C.R-24 1 /2 t _____ nty-Road.241 /2� R-24 112' -- -�� ------=-7-L-, Cou g \ / — -{� 4:) \ �\ r ai I � 1 NAsei\1 .._ i . \\--/ • w \ '' . • �"� n t . 124 I ' <:\\ %...-...�1\:*‘9Oe, ;giros, -. ♦ ✓" 1 - • I a u,\ 0 • '' C--------- .....- 7,,:\ v :\Cel / \ v. .v•-.1 / ' i 5 r (') ! 4 ttl 1 ' , • • • \I 1 i , . ' .7 \fe• • CR-221'12 �. � . .....„,,,./...asse< .225 CR_22-1/2 �\ -� �' ` ` IP 5 .:I L. � I-2RI) f ` c.. � •; • ri yr, , .,. , , ,, ,, .. .t. (r----\---:‘ .„ le . , • R t' •AB 1 _ - ,�Gounty_Road�22 �L CR-22—CR:22 _• T . ° °8 CR-22 ) te • 444 14fif 41 •• 10 .d NISL AI . \ I ' 44 IN::: 490° -N....„ , ---es\ . - \, %, is V -v p • .J st v� ♦ ` .I ' ( C.... ' / 1\r? I ., • r-- *Set N. 40 - \ . -_/el 8 di. 1 - A / • it I r -- ..., ,,. 1 ‘; 7-Th_.__ . _.‘ -, s r r. r. , ( County-Road_20 .- `LL, ( ek, ll . ra--> %.\., 4. \ ‘ „ • :i 0 B P4 / N, . 1 `�\ , cyc Au 7 1 • d u ?? �, iu 46 Q _ - ..` " c ; • OR-20- �' Declination - — � . ��. � � .. - T. c?�, -- ,*. rr. RR Eentrance # 1 040° 07' 50. 4920" N 1040 48' 39 . 0761 " W•� M • J 7 - 1 1 it ?) 9 20 • r ./)1 ` I i,'. • cwt l`.� U k._ a1 h - . # ' - - -6 - ----..-1"-- 1 i -NN re& N. e 4' # • .4 dd.) Well ..- - ..-_.... !♦ ,__•r-`.' 1.\v1 V.V • Jj'R5•. • t • t�� - 1 MN8 ' 00' E , 4140 SRIIC) Copyrjght.2016, Trimble Navigation Limited, OpenStreetMap contributors Name : PLATTEVILLE PROJECT LUCAI ION : PAR I S Date : 02/19/20 OF . SECTION 7 , SECTION 8 . SECTION 17 , SECTION 18 , & L. G. EVERIST, INC Scale : 1 inch = 2 , 000 ft. SECTION 19 . T-2-N , R-66W, 6TH RAGSDALE RESERVOIR P. M . WELD COUNTY. MAP EXHIBIT B - VICINITY MAP COLORADO 2 NAY 04. 2020 - 10 33- 30 FROM EXHIBIT 0 • SURFACE OWNER AND EASEMENT HOLDERS ON OR WITHIN 200 FT. (3/1212(20) Sur f owns on G�! (Shown nap) Rights of Way & Easements (shown on map) Coulon Land Comps Union Petite Wren DT Operating ConPvN U' / 3333 5 Wadsworth 15d Ste b.208 1400 Dangles St 635 N 7m Ave attack-4J Co em2. 5122 amen.ti 611179 DrvMm CO 80601 \ -_ --- - OWNER YOSHI AND SUZU. LLLP LAND CA. y o.r. AlPmk Fn.•e Ceierrd.D._.flat of rwywrtaran- 4r56n 4 em - Mews/ OWNER:APN UN309D7 e ,LY' C I _ WLR 22.5 APN: 130908000014 SAKATA 511968 ' , . ;; CAPRO,'I 13 A•trl. Mr Jo.me 41e➢eeh f tvar•r 10601 W 10th St Nrth American R4amrea `I m + 13!9'5`•"-- 10584 Carty Road 31 &rooky. CO 00634 C/O Amara, Energy' - - • �rA `M Lpim CO M621 Attn Calk Fades Weld Cerny CarrrW,v. IObsIT3779 .- . . �--♦ I^ a Neva M A Gruel+ . Bemsm 115005naat tenter . CO 80217 3779 1 '�11 ,�' S' +\- '.••7 9208 [WIT/Moos .5 P.O.ilex 738 p1 Mw-13 ` Fr. Lupton CO 6062/ 9308P rarrffswn1 -I ' _ fireelry,CO0D 80631 0 ( 1 ` ' 1 8 Arta Row Weirton 4 . 7 O 1 ---`�-iILY 12 sambtrty F Cara Plott.udky Inignirn C_ ..1 1675 Broadway, Sit 2800 Tel 128Th County Rood 18 AMn Do4d Mort. Kee Pro Dealer,CO 80202 ;O „ I y' Fort Lupton CO 5057188M PO Sex 336.83 , �I• t I r •`v / I Platte Volley lnigvim Ca Fernley,(08063}0609 SWwca Energy ROW G ))6 ` / + r .Or Ann Catherine Ast& Z ,1r ' II ` • A ttn. Owed Met Uwe Prat Formers Rene and Irrtiyetlen CO 633 17th Street N395( 9I _7 I , PO Ben 336083 BO Seen 27th.Me bower ,CO 8(202 ` 11 _ — _ _ "1/4.....1 � I r I Greeley. CO 80633 0609 Bright CO80601 V ` •Senor Energy8/54)PVIdne . Paulette I Event Norma.Ingeba 4 WMg CO .. C • Alin esrweMl G 1 , 1 !�- 1 �� / Wthtn O 9en9err 12994 WCR 29 71717th 5tre et A290O Cy r , ( \' i / 8713 L s M.9hnay 85 Pktt.wdk,CO 80651 Darner .CO 80X12 ' I; I, L MIER' Ion Rea ' I a Fort LWtor CU BUnl 9309 D• I im< Wt 9 t v Ibi, Saddle Bute Rxhwe Midstream u-c 1 I --t PR ProcLehl9 t `. barrel M-Crum:!terry Trust A &/moo YT'9d War barns Off'e• 1 `=-a s Sri ` 1 i I ' Tmw l CItlW: Orly Truss 1611 Auburn/1W Mtn bawd lath 0K58 r4.a•ee w301 ]j' • \ �� ' %, • ' ' 1-- 13521Carryeked !_0 Mare..LA 71201 1 '1 Fr Lupton coexzl Dwap..roelaol o �. . 4858 ' •! U; 11 Cade Pines North*tetra W,nct Draw Bromine i y a -' - K US Sprint 0.T South Militreoa, Inc 1 m \ ...J 7404 Yertuev e M 6450 Spar Palen UO Ail Mideren LAX }}}p + 1 IT t- Conk Prone. CO 80'09 9292 AMisfap KSOPMD312 Afro Todd Elton ;1 t ' i t t7 eV Overlaid Park. KS 66251 1600 Driveway Avenue w2100 LIclilf I ' 47 5 R nwramm Farley LI.C Omer CO 00202 { OWNER. CANNON LAND CO. -51C it 10957 Us Nghwa,65 Law!3 Cansnaiatker.LC 1 J "` I1 AP : 130908000013 tI a i Fort Lupton. CO 80621 9602 931 14 0 Krndwn Colorado Tnr.rna a let(CU) 1 �� • II _ - 931 HMI 401 state 1230 do Keeler Moron. -S l Yoshi nnl 'ruler ILO' 931Otower.14 Street Attu ele Bros, . Iel.awu M6'A1T 1 •'f ,I O ✓ / 1 `y/ '• t�. ¢-�O 1— Po Rot 808 2 N.tine& An U i '•1 9nglilm, CO 40601 050$ ` rion�� MM AssocCdarado SprYlps,Co 80944 roll.., . M W-14 r sJ� < z l r9 `a.F.cdd N Cairn Lnwa Tnst Robert kedvrd.6slrna Mee r 1 ) I 1 ` . , • Laren lae non Col..,L.vrq t•ten 500 Caopect.W Way FROM EXHIBITS -STRUCTURES ON OR WSTI�II 200 FT. ( • ✓ r y t �^ Po Bev 479 Brlghrm. COrA 80603 Y Fart Lupton CO 42.21 0429 1 'S 41)60 D ' e- ,_---- y; �1'% Safe rears GUIs .( me) m*tt.f Way & Elesants (ohs a ma) 1 ' � " _ + I /I / tl La Po lb L Cam LOS Inlet Pacific aeBr.r .r ) � i�O�- '' ' ---- -/ , f 'Ole • t CO Biro',081k8 RSV 0lasdblB c leery V 11' ` II •, / Fer'a.S Mdpss,peerlli,a named dec6,•6 alereiatien Mw 1 •pa ills / Ma Iw K • f �� !' , { Krlrl, 6 Ronald A Pacheco N•Ikar,7-sink,arawl,brw. weer welt �� t___. -. , 13574 Cowry Rood '2 ltW - Ilnle.in Slyd,wter welt Cobra*OrMeV of Menpw•Ml..-tarn 4 kern-116iea t ' �• ,, ;•� , lama .air sir 1 / i 4 Fort Lu,rtm,CO BOh21 9517 train EMnMt.B-Mks,Mend WV m, ROW fence Werth Arricalli rose ':I ; - `r-0 -4- —c_4.. _-(r s / r' / ; Slims.bent B ask enter nil c/OMeduil.Ef.rp1• p •• 'I• --- t a / , f , Sandy 6 baud Pectin Wale Mme,Z.fir Wets"pmts.Alata atria-twee Wed teetp("Plea- a ben fletlina re glutei e.lt A . 1": i 3>X-, 7 '/1" , + Reed, 20.22.6 22 b ;- 13156counTyRood '7 end gawp ha„as69 rr.d, County i-nelb and fl.wpsMM.l enaJ•M.n Mad,xrranferdlrW 1: : � V-�- l5`P '' ' /FortLapis COf621 9501 NSW IefN UYlte►IfrIr11111COMp.M 2- iieKwh[etatAlrl4fwNr itBerfawlela7lM : - i .-, •Sha3-MB S We fee aid pap Mee N` . COs.S*qs Bdo.S DP lferfNest I 1illafp9 ' / t6NiprMnit de sie11 theatre 2•ndtend Anola,red plate Mad,reds twiny 4 /BAo7nirin Btlils! ai AII f I % I � �te!' 1 ;WarnJ6Ewe f4eMetM • CO.OD. CWrld,ts.rseNeie 1 ' 1 c , • Ji i F' ! M1aIledb (err Il•I1_ D11d-.0' WW.rleetrea rrlrnrtMae n70 17.M NepIR Ts. I 1 - \,I y�/ ' IQ (x I /e l/ 1 / !A,// I, Ines,2 M,Wt..Mvai.feces Caen 2 vino 6 a.fersteclory � '/1� ' `Y` I '1` tS , e ', f / V //I if "Con Rue Morn Oen terttlet , i e 2a.re.e�.floor tmw�.amhler ten v piete Espy a Ye Lone t..rd.� Rift,e.In,+M / ' % ;I �t _ ' ` �- _ Fulani/le_ J + , ("(( / I ; I i US Syr Qj 1 voided s.w WI* Plbr O►tic Um eland DR Welt gnaeMa wash..,LLt ' � �� " sl.:_i,IF:I•ir�•._ _ _� . . � -i `�� - + j -- HeM,.2.IMl•4s, Pape.bripakn and i Lad 3 clelel.aaMire.l3L bleak wart pant 6 aria fin / , _ - ' f •i 42 i pimp Fiber Opfk Line eking OR DI Seth BDd..aeq he / /1 I I ! �, I i- 4, qq ` 1 1 1 1 1 1 ' bead NUM.Weep Trove CIO ARllaetnen LLC R ` : ; 2f '' + i .i I ' ` tc0h17' Kan HruK.ten tAng Trent l]n,lad Par,Lic Mani 6 SwNee Freddy ' / �1 I Y7t • / r • n s \(dMn ences slM Elactrk Aeeac / >I MW-8 / / ' • { • JIi Brae. 114 3 • per Una ( ( i . �� , 1 1 ` 1 t ( • , 1 , I I I , I �I WAS wire}ere I , / I / 7 i 1 I i 1 p / /1 I I ' 1 / / I I r rn ltsntl6fbledA fkrAr. / / �) `{ �, r / 1 , , I Y Z Vat!la Men,-a fencne •3 V '� --- _ — t .C�`9y`�fJke bb 111 ,` r I '� I ' 1 I v 6�' I . I � ' r I ••. OWNER: SHAUN MCPEEIC e .—, , /' 'f+ e: �• _ 1 I I 1 Li - h ! I I { W L ``, APN: 13091 : . e• - , _ , .--- ----- - `` ♦ r`� i 1��—ti7 ' 1 , ' ` { I l{ T . - 11'•1 .�� _ y! t)-- ,-.. --___e_-_-_- -- �— ` 7+''J>I{MR 1 �11Y 9 y--0 �-0 �t F _I .�� 1' rr. I� - ,y y�� .• l L• � �., - ._ - _. - - a� �4a'I'I 9—� ,% ;eMIC/i{JY�rI e. ' �11e 7 I I. 1 /f 1 i I ' ' .+ • ._ ..>. _ ..—_. . .. . � � ar` i'—' r• • 4633 111 , " 1�: ! _ 1 r I 1 • .4 cam r 1 I e I 1 4 I I M . I 1 t { �� _ • i t.� q fjl 1 �_g 9 0 `� ' rTi • ' I , I 85• • wi •1 '; P ' "� I ONM�R: A'VOW• Di co. 1 x ``� i t I — _ _ '+Y . .'�;• b._� t- t- I tit I m ( APNr 13 917 h e r e 3� ' i 1 W l — —O 9.__:L.— O—`�11 — 0—}_ , f1�i ' \ • e` r t II ' ` 1 �1'T \IS `'—iIF-- r�iiiii00\ 4850 \ ` ``` ,` ! {�� tt • '� '`• • , ` 1 ( 'a O ` F1) . t .• • • II r a 2 3 .rMrt CASONnas10. WO co- \� ?r f , 1 I { r 1 1�■ O OWNt.�C,i�l'N'ION NCO. \ • `� �, �`, i`` i i I i71\ \ i I,N,s APtt /30907000010 \\ ^ '1n^ ` 1} % II ill♦ . '� t� I 1 • Ll . n `—� m `` • 1 \ 11 I l O a 1 t , 1 1 t I I a < • , \ , S LAM 000. ,v'.. . e .- j e, ; 1 'tt, ` , 1\ ' t, II ,t t; I; ; a ' a1 p 1 ; t ; , , n 1 `• I ` r\ , ' , , ,• I 0 I alI ' 1 \ 1 \ • t% 4 11 1111 `. 4852 I. ' ^. i1 l t 1� \ \ i ' 1 i • A 1 tI u r• r ) i CCaw'I�at Laid 7-Il \'L e i jb lt�r yp�e r r ,,l I' 1 ;` \n 1� OJ + 1 `•` / 1 • ./i' i • Calk / I ) 1 1 11 N$II11,x, % '', ! �` / ' c--/ ( • r I `, I ' e� , 1� ,_l�` .••• -` ' I '\. kr `, ` ~ = 1 { ry V PERMt-t AREA �' _ a - . _ MW-, , n aoW1pB117R ; ; • °t / 643 .30 ac_ ` - 1 el —� / ._.-. —/ I i I f 'II ' ' 1 ' ` OWNER: CASTLE PINES NORTH METRO I ` RICt ' ' ` `'1 II ` ...'•••0". .."". _u,'I /'� r' • • ./ f I nu APN: 130917300002 fb ' / mI ; i ! iI ___7 f I'r ' ; `� II n ` ` _ __' -._- `�: 11 I s �p:Lr.B,i I _ • ii geoid lbl2 ( r• 1, i • I• `I ,f' 1 \ t.. j 1 y/��{�• ' 0 t .... / ``✓ I``• -• 21 145:%1 I / 01181138 Karr Mops ne V Caw lard 6. 1M rte n - - J \ Noun y �N.�AOI 1 i i c , , ��ee�� tea•�i - -- N4 N,Pt 1� t k W-4 fir... �t 60.0 •` - ` `� 't .�� r `a.' 1 r I i 1 i-•I II!` I t7 :- ` r— 't 7f \�, • a1 .�`� 11 llll y '" CANNON LAND CO. ;�tt re± �`- , < j r� `,l LEGEND ,t 4� N g013091EOQI007 r _ i rh�t' lit , f '� 7 , , 1 , ! R 7O7 "rB j ' F6 PERMIT BOUNDARY/AFFECTED LANDS ' -j C/ r' O. Kr Yee j�� '• / ' I 200 FOOT LIMIT ` t t -• -�) ��_` ":' -- yy 4 ' ` $N TT COMMUNICATION LINES CO �q ` ` �lr � � „ 1 - oHE OVERHEAD POWER UNES 'Y, \ C1 r 1• , •1i� NNON LAND C , � 'r I { $ FENCE ?c-� 1 `---I I , r” O X )L J 2 1 f ., 9180Q9Qp47.4. ! + 1. n °,�° .� .� `` �,, ;�' -��iff�w�� fI i L t L I L I I L I I EXISTING RAIL LINE N °, `'• ' -, �`� a h �' 13 I� - - w - w - WATER LINE ° a , • e ' IkS: a11 _ — IRRIGATION LINES o�I,) r FO FIBER OPTIC UNES A .hck i .,�\ . I , I — c — c — GAS UNES e� :. • 2 11 1 „ .,• t •. 600 t. • 41,271 = ROADS (OFFSITE) t•, I " ;I .1• ,r �' y� I 1 Y 1 a• t� �� ROADS (HAUL. ACCESS) (TYP.) 0 150 300 600 , --.1 •, p� CLE R �' —B>•�_l� e +� �� A 55 jl -d��L TOPO CONTOUR ' ' 1, ' ` CANNON ContawelntEervcvd 022 rest /„,____-_,4, - ',• e,.• ===,c.� `t•1� MW-6 O .' 11 A! a' STREAM Notes: •t t it `I inn - .-=Pro' 20 r. _ ,-�am,er� ;: +. 1 )Ilii`+7i,,i:.,`yt,-:.._; z ' Bf�JUT i " I�1 :i — DITCH I) Oil/gas well, gas line and facility and access corridors may change from what is -.y mot_ ii i I C iiiJIF ' E V ' NG�\ - FLOOD PLAIN shoe on -his map if required by am nd oil 6 gm agreemnts- V ` e '\ 'u \‘‘‘‘ I I ' •`t1PIV� `T�D9 )?? B 137 • Q \_ "'.! . t + 'r `4 - -VEVANS151020 — SLURRY WALL (PROPOSED) 2) Reservoir 3evelopm it t enT and configuration may change if Option 8 •�r�� =' �I �,1dd1 r ncersi Zed OAS The necessary tech n cal Revisions lone flied end approved W- 5 . . / ■ BUILDINGS ' i. " ,f 3) Man access to mine u located on WCR 20 west of HWY 85 this may change to ` , `% \,��\. .`mss^•� y ,7`• OyMyf_8 MONITORING WELL the eastern access located on WCR 22 at the SW corner of Phase 4A -•t - 4 If/ / CANNON 9728 WATER WELL 4) The 5 settling /overburden disposal Phases be reclaimed -'�• • + s1{ q g and r �° may h •:: • OIL/GAS WELL back}illirg revegetrted crop lord. If there is not enough fill material. 1, ii i1 '' OWNER: KIMBERL 0 Ler ! / J some of he Phases may be filled toot kart 2 Cent above the groundwater APN: 1309190000C- `r 0 f / / 4 / / / HIGHWAY 85 RIGHT OF WAY table before reclaiming a xi L\ \ RAILROAD RIGHT OF WAY 5) All structures within the mining area owned by Cannon Lend Company will be \ \ \ \ \ 1 removed os allowed in the lease agreement L 6. Everest Inc. has with Cannon Land Company 6) Sight Berms built rang the Highway 85 corridor will be built using overburden and retailed end vegetated These berm will remain when reclamation vs compete Map Exhibit C - Current Conditions Map REVISIONS: DATE: ' g % . _ 4 bPC Part of the NWISEI, Seciion LEGAL ,and all off the SW} of Section 8: Psis of the ORIGINAL PERMIT b^ �2D APPLICATION FORA 112 PERMIT _ L . G . Everest, Inc . o PREPARED Br: ENVIRONMENT. INC. NE}NEI. NWINEI. SWISEI, SE}sw}. NE}sW}• NE}NWI• AND 5E%NW1, and ADEQUACY CHANGES /5/2020 m < i ll A mi roaeaoo ip 200A a all of the SEINE+. SWINE*. NEISEI, SEISE*.and NWISEIof Section 18. ond RAGSDALE RESERVOIRS '` 7321 East88thAvenue I Henderson, Colorado 80640 ` a 3OS 423-7287 Part of the NWINEI section 19, Township 2 North. Range 66 West, 6th P.M.. Weld County. Colorado boa phone: (303) 2874656 I fax: (303) 289-1348 MAY CM, 2620 - 16:36:36 i ........... .,...-, . , — -.- -- - -- -. . I a1.1na aw•erlso 11"1 :Im • / r NISI w_.w..r.. .. Y,..•.Is....-+4 veal awl• ~�«w w.w Wee : a \ � . .-- � • �SAEATA l998R i 1 • ` w/�..r Me AMNIA*VP'y.. M•w.w n,worn WI '..F•--w .rrt•••••••••••OW I. \ • ■ "- -• " " I - ` ni 1 '�,1 r . _ . : ,. ears y.,j-b,,1.L...IL t..J il�.i...J r n. - w.,atwap.e.M.,.non n 1 q • — — — N .. • .It-...M...I.w Yl ,.O 1 t, !' �1, � . . , ) ' IIIP / r-ea.Ws mtY.ea w n i M 1 I,t d / Aro.�,. ., .,�. J1 1t j, 11111 AI I I •� - 1 ' I I iI i Gale-..a•4�..mr.i•.N IS sells a•.1ti , / / ` ^=-.....1•MI,A%l:uWta.a ROO let n { 1 '�/ l i I I �.. -.-- netab.co%tn.. w M.✓rain'•••- •m ter.....-..►.whet shin.r...,w 1,1 t (g, BIGHT : ;: I\ f I. Mile.ha W. .1 n 1 'l' 11 `\ I I'// / / \\\ I / V ' t••SA Waal..I Mil W 1, / \ �A$ .-A••.Hamer .. ,.+1 ... I\ y,W. ngar .-4- L. 'l / .. / r • -w rile.b..-.} rats sV_L—Y\ ,l 1 , ./ II I ( II V IJ _ • I- - •. -. -w pones P....n rata..•• ,. ins an.in•t— n• I Ii TOTALxT2 : 3 / • u.•.so el area 1.•..•w lrq...•. :.M..« c .,Mater a.wr.did. Cis;. •.l 1 1 \ I'I '� + ' / APPNWfYATE AREA 11 e •. 3 / ....,_...• A._.,_,.. •.. ISO 1 1 salt 111 \\ % �� i / / ; .atlMh ...rattan ..w.a.r l.. 1 y11` 1111 \ \\ ----2.,,,,‘ / / I . I Tyler L..rev K"• M .. poet .o . a.r i 1 I.^1 •b• I- , i1 ' J /` I I / vim. ...po_..r.. w.. Se , 1 lest • 11 A I I / . 4 -,a.Prat ale..a n s • I, 1 *Firma Ml-,..e•e...aw»rwe•«•. 1, S 1 \\ % - 111 I I / f > - ' IS I . -- -... -.— Vk\" SIGHT BEAM j i `. a. - • , • a~.. . • , • . . . • . • FROM EXHIBIT S -S1RIICRAIES ON 04 WITHIN 200 FT. 1 II' L ' ' •E a s ....•... . _. •z..t,...: ,.. I .....— Seem mart(dent at Illy) IMAM atf Wm Aae..e.m Mtn es l.� A s• lat _ 1. ' �i � "" •N 4.0 / A vale,..r rasa nom f+wtWr CMS/ ,A,a•/teifk Alitled bO gaeMmy O.w�LV /1 s• W' .:, : "••WW ® ` Y ! ii/.4pi i w.•.., .,...-,.•f-, .. .. - ........ ..... I+ ,.. Fa.3-bidet pawWtl Ptlivd lends,f q.aeettim Ow 1_ het F .„,,,:"-• / ' •1-r-.• .,.ra..,e+•. • .-- .... . u...ua....•..r N.IMAM b rd[.Outlook-Irk wale W ~ l ' b , mIt% ,; ` / w..r•r:'� . - Mw - «hoar,lam RS sourw Cohn.*bear of tia•O•rMlwt-11ye Kar-Mesa. '/�{ IV 4 • , / �.. I " I ' •..Wr•I. r • Feleietr.3-W.Owl HWYIS tlWh•o • Nor*America.ewa•m J •L.=.1 � " '!pt° f '• ♦ :r , SII•W.,bee.ydaa..rtrw 1:/0 Amad•i Emwyr Ay ', .A - - . . , _1. Mee w .wrtr•Irwr a.+ r., . .. Weris 2-ayrtler'taw•1melet citlYr w�Wti �2t3 6iv�pine%seww T'A t ,� ' • TYPICAL SIGHT BEAM . TOTAL « ; 1 P , w pew hens A tamer weft Casey 2-aW ado-lM�wsAS -Oat Yw.2.•Ie/mMw APfitOXIMATE ' • « ii I-.into., w+rsrePra••V. ailh aeiry t..lyrwa.y.l. 2-Or lot eashWtws{1 ner Se a mho teat" 1 r, n IOIIElIBU.OFi/AIFI •. \/I . .` O u..•M....-rr..w..n•a r• A Stan IRAS 1 111 111 - • r(� .4 (��1 w-.�* r +•e 3 _Arid awy/as ad pay Mar• Mae Miry Cat gaup Int.A VPiatlwai / ' , a �! ttt111, . ..Z•M... •1.•ri i`.b. •,.. I- ... .r .. al..ly. eaw Moral rani 2-was let floe p•Ylaedt Or Pr at.1•M Mitt' / / 1 \I 1 O 1 t 0 - ..e«. ...a--I.sr era. al.se...,.. -. .^ Amine NON Irna1•i• tn.lerin a M✓Ihy@ boob«•linr_YM oar all - . . ._.. .. ,. r,� -� _' kl``• .. teat.-. . .. .._ 1 Mae!b A Rank 6H3•M'ItOW Mandan Ilaelrel cm oat saaJs�> 11'- 1 ' tr...... . _ r--.��..�:•.�. ,. s ,` ac, Iva,2 dale,Wat w,tam cantlei 2reins {ease/d1i / A I t E . l _ core Per t1ra AM tY.erin •+! Snot ti. / A�l - �.[:, •• 'c. _-. - _ �=--'J — 2 c.ela.MOalle ale FwlN'L•),4✓'mw ti � . I. e.rA �lb 2-lrOdrw Soil tram b Tree antler 4 Semi nett dealt '//�{US Sr* 4't- ,- ,..>- y��--� -ac,- +•...�. - x•JS- 7 • � '�.. -L— r.d.ad SmaLU FwrO •t Ued•ya Saddle lelle oat•.,wetn.eltLc / / ',7 ` : 3 IT S-!t �,-, .' • ' • '-•S1F`-+� , ,-a• `�►` - 1 20• -6z--•; ' - ,,, i — I /Y.attheaq, Fro.Myth,..w a Nth ar1l•rasa aorta featly 1 / /\ i' ' Lad SCa tegathre.LLC — G '� `7 ,I Y r a 3, ,l - t pry Mr Vb.O Ore Unt 4leyMR CU Sash MttleonnDm t '/ /rl , I h IjI, 1 4.4141NC•NbLMq Teal C/O AMMI fro LS.C 1 ' • 1I l '1� , 4 __ill, f ,, r•l ..gl AlNblrl / !l! I �� i..I.Naw.•raF.amlAy,i,ar twnd isle,aac alraierorf trMry , ,IU ( SEW—SEW •\\ �uc //y// t ' /, s' ti�nr'rlr It UIII.1Md Berk Amex L / I tt 11•14.11f , `1K 1 ' __—_ . v, el r/ ltilN 111 J-•wa•d. .fences 11 1 u/ > , n / I .•[ ,l/ •„I „t see ter .? !. J- tar lime �V A suet 1 Il 1.'1 111 'S} OT 28 11[,'1SM3 Ito lelll a .. Seta. M.4 I, • " v �,,)!`,,j,i —2I BACSF4,AREA 12.TSACJIEB� :flit .i/1e //,.L •' rite . .r it-ii, I Q a.er.am.tar� '.'./ l \, },1, 1„ n /sa. •, , (1.18../7,4“1-1'L is["",. I. , frtln a rode A San I 7 71 1 i ,i ,1, i _ i `` rr`4/ +uk rhlP / �i/�cy\1{`�, II (' 1 W.2.sass.Mc.Lat.ar \ ---r-- - - ' 1�1 p : t.liplit - I \ Teo Sr"t rr: �y - , } fY. 1' , �4, i : \, i`,im..,--�/ �L ' ',it : { 1 . rot; 1 — — —�;` \ , • at EX 25007F ` l ( 1 iC�� + '' .. 11eirt ilif lrll/1lMX/D�/LI�OY__j;;l ,, /w.aler•t — ;;l I \ ....4••••• •�` -- — :{tyt�• 1 all \ - - a are++ r inn* + • . ,. ( I I — —• /, ;1~J Iii, eL r, 1 t ' If/ 1_ 7 /Ill I-__---- III . . _. I F0.1ED AREA ISAM MIRES i / i ii �.. � tl)u;i 1 • , rI,- /` •\\ . i;; nuI I ; L III / ;i`I1 ' _ 11 \ n 11 i ,I I 111 ►!II (�, 1 l-«__===-_______�---..---_ - .. - .tL. \ ,,\ II t rIliI ' 1, \ I II ;ililll'�i '� i� \ \\\N\\\ fit\ I� 111I 111 ; Iway \� ti ;.`, ";, a ,;I,1;1 ; 1 fr 1L ty �-+�= asst: �t / \ `� �,\\\,,,\\\\ nllni' , . r \ Ile 1 I t( \`1„ ro iltll Ia _ - /�� `\1\j1\\Illl 1111111 I ` i r 1 \ 1 \\ ,y I I 1�� — _ \ \c� �\ ;w its .411 ;;,1,,;;I ; , 1 , r1 1 1 �`• ; '�;, ;t{t ; t limit) t 1 ,6ia�ins a g Y ;;a/ �` c; n, , I ;;i1;;ul I .!1TYPIC LL ^ I Beal \� . - ,., ;, ii,IllI1111 1 ` 1\ S'� 1 \ �\ ` `: 'I Ni^I � ;nl;ll 1 I ^! 1 •r• \ ! 1 1 1�\ 1� • �\ W _ 1' . 4 t l • at h ', PHASE 4 \ \ , cn , ;a ' \ 11 1II`;;;li � ` IU1;;;II II: I. rr' r 1 •TAL 6D_07AOEi3 \ i\,\1 Q i \ 1i I 1 11' I ltl III IIIIIIIII I ' ) •� 1 1 \\\. a� , , . III \ ( I {. ] ''1t�'11�,1\� ;;;)i;;I I ; I1 ' i ;111+ ' - .xwu RESERv01R MFw AZt.le ACYIEs ' •,'•;,\ �",taI 1; 1 I • \ to ;, iCt} ;1 IIIII « I 11 li 1 \ `:1i}�t•�\ , e,`a ��t. avid r / 1 t I A/ \ 111 , +„1 . i ;\��'c\I::\ ;1ilIni t 1 I •• , ``'? ;, Illkl 1,..y \•\�.: \„ IIIII .t . \, 1 ` I 1—. , \,\. III iI;II , . I 1 .. 1 • 1 \ • • l �\ • "�t I,r s l / f 11 . ► �., a, %a Ill "III •; I ; 1 i \ 1.-\ ‘‘ 6 ;;; I ( • L�L` 1 ' i + Oft. \\';`�S"-fiolllit% , i 1 ) ' }= \ ` I 1 \ \ ,`+ , ' `I\ ;; SI — r 1 1II .. ; l PHASE 2 1 '.n;..'° ,.,:'_:, { 1 I 11l, i; 11 ( t 1 I I � � � . imam T07AL ti66/0A 2 1 ', r iI 1,i1 H�K '' "�-i 't f I `III 1 �I ` 1 I r' • tltl �II%APPROfOMATE VOIR AREA,1 36 ACRES! ♦' « • t r+ •,1 . '1•, It I �1 1 . ui, i iI ri 13/,./4•,-4.;;,./.4 f �; I . 1, T •. .I BIGHT BERM let it"l III r '. �,1 \ j ; y\•. �1 1, '.•11 _ e+,P II 5 1 s v -I s I le 1 I } plul • • I it , , 1 I � I II �; II►j�i Ili • , i :, PER IT EAii\ + ; , '. ;It _ _ - - - - - - - I i l 1 T • F ` ` I ' m1�.,,aia�illl - r . ' — — ` ►tt' S" tir17.. 1� I �, 1 R 1 I7 I ' '.t •(I air,— 7 _ - w w w a f I �!•� .'I • k•••••, /- ' ' r 7 I 1 , �' �R!- TOPSOIL lib• ; 6 3 .30 s t _ ' ` ,�.. L deaf. . 1 :• TrX•ona tai i.oaaa •teat• -/ • --,a am ae;.iiiit •',;, 1 • �' / _ / 1('41 , :, 1 } 1 / 1 � 1` lit'•' i•a7 .... Fay • ,: '� \\ - - - - -- - "' I r�{r; c »1TBERM V f�. l� LEGEND 1 \ __ te .;"_ ' �� J111 I 1 I • t , r PERMIT BOUNDARY/AFFECTED LANDS �� 200 FOOT LIMIT • • �.c . - - ' i PHAS 3 •a 0 � N ' - - PHASE UNE ' ` f z �t \ a� • I TE RESERVOIR` \ fat' >, x FENCE . 1i. '� I ' ; '"�\ \ I I . E 7ilIl I ' I ' 1 I I I I I I EXISTING RAIL UNE �' \ V �' I I WATER UNE — w • M• ``1� I I 1 t — —w— — — IRRIGATION UNES el ;\ \ 1 1 I • �4 FO FIBER OPTIC LINES \ TLPSOtItElryr.t•••.•er•) \ \ \ Oil c - C — GAS UNES N `\ \ PHASE 1 \ t` \ \ i re _ = ROADS (OFFSITE) TOTAL 06J)t ACRES!\ APPROXIMATE RES VTli AREA 8s 341 ACRES 3 \ t. , \ \\I I ROADS (HAUL, ACCESS) (TYP.) + - \ i ��- TOPO CONTOUR : \ I 1 �' I Wr \ I I f, STREAM \ TYPICAL MST BERM till DITCH 0 150 300 8o0 � T \ I ,'I I j°'�'"°°"yE' ! 11 ' FLOOD PLAIN N \ L� � I \\/ IIiI ` , • SLURRY WALL SCALE 1-x300• a ;• • - •. -- es: t` �'�h \ �/ 'I 1� I a I I i 'I �I !I.' "y," '� 4. aT;:& "' • TYPICAL SIGHT BERMS/OVERBURDEN PILES 1 N. ;� I I III • ' � I) Oil/gas well,gut line and facility and access corridors may charge from what is ,.;•., _ \ ;� — — — I '�, show en this map if required by amended oil gas agreement. '.. - \ .i - i' ■ BUILDINGS 2) Reserwlr development and configuration may change if Option B is ��. :' \ \ �51 � i -- -,O bMW-6 MONITORING YVELL rxcersized and the necessc y Technical Rattans are filed ad approved _ _-•, -.-. ,g \ �t,' .i T / i- - ,r / `I,• • � cA 4OH 9726 '.. WATER WELL (OWNER PERMIT #) .\ \ 1, ' j1 d..�,o.\(\ t ,\ • t , I t -. ,•" /.I ' ••• • OIL GAS WELL 3) Main access TO SLIM is located or WCR 20 nett of HWY 80 this -may change to � N i {� �%:: .- '- - - • ' )S OIL/ GAS entre access located on WCR 22 et the SW corner of Phase 4A. I if''7 _ • • :r• r/EVANS 138020 / / / / / / / j/ 4% i 1 r / / / / / / / 'j HIGHWAY 85 RIGHT OF WAY 4) The 5 settling paid/overburden rden disposal Phases may be reclaimed by • \ ♦t . • ; bockfillirg and rtvegetatad as trop lend. If there is rat enough fill material. • •- \,�\\- � !�j _ 6� K. � • .. �� RAILROAD RIGHT OF WAY some of the Phase may be filled to at oast 2 fief above the ground wailer • y / / yam\ table beforertdrw.9 r 1 �.:' ( % �� TOPSOIL PILES (opprox location) � , 7/ 5) All structures within the mining arm awned by Canon Lad COMIMUly win be • ; r�',/!, ' removed as allowed in the lease agreement 1.6 Everist Inc Ins with Carman I e.1.,14*- OVERBURDEN PILES (approx location) Land company. .. _ .. 6) Sight Seems Mat Sag The Highway 85 corridor will be built user.;o.',r urt ad raiatled ad vegetated. Thine berms will remain when lecbmtian is cowls* Map Exhibit C-1 - Mining I Plan Map J�/'//,t/{�%�� LEGAL DESCRIPTION REVISIONS: GATE: '�`�'L. G . Evel 1st, Inc . % > make a: ENVIRONMENT, INC. NE}NE}.NW}NE#, SW+SE3, S SW*• NE}SW},NEtNW*. ANo SE}NW+,and Kanto alma kW BMOC AWFAMCY erne /4/2626 APPLICATION FOR A 112 PERMIT l I _ m ; t��Rvia�A MI5 VNICC �000� �°°A dl of the SEINE,. SW}NEI.NE!SE}, SEiSEI.ardNW}sE* of Section Itand RAGSDALE RESERVOIRS 7321 East 88t11Avenue I Iienderson, Colorado 80640 i t l+.rie22;nt Part of the NW}NE} Section 19.Township 2 Worth.Range 66 West.6th P.M., Weldlig Fb) ` +'"•t Catnty.[Mlonado p))onc: (303) 287-4656 I fax: (303) 289-1348 APR 30. 2020 - 17: 24:05 r \ — OWNER: YOSHI AND SUZU, LLLP 1 0 ER: CANNON LAND OWNER: KUNZMAN A IYLC a s 700 APN: 130908000014 1 130908000013 APN: 13C),Z017. A `O1 enu....,.E a --WCR 22.5 - SAKATA WM • Plier liruneQj) Oe n Serra der wry Meer S.estw(.) Os &Wks f►dims l \ \ —� —ea—w --w—zw—w �'w' —�—w�—w '��— �t 1 MThl are—at -�_ ��Pt 1-, lilt.. in ar.t, Sent G...•�.•. --- -- �, . .r.. ' 40 \Seen CCL.S letrenta Is .M.•.... 1� \ ; r MW-13 1 N �. M- nre.e•. fawn 1�' "'� Main otP Opnmq LP .ewvad l \ \ \I Z Slew Vier OM Paew WAN Leer a Co Wnvted F4.w Tanks e./w fen.na Ewe rdr Or/leer../Val r n._N 4 MOr� t1\\\ MW /%Se■ Jcer..a bie.ww Is. 1..11A...r ►Van.... b S. Cow. . Sky tarpon a \\ \1 1 `I = 1 / I I t lire Vary bed fade rd•y L.q..a a Yw++zrM1 1n gin +.a Cwtw7 M+ /owls v1d C 1 \\' I • --- -•--- '2. NSdest u. amr pralawW wry w•22 Weld ae.ry nrMMMd 1�\ ` � f� I for ri • ay4 1440 raw Nos. Iwb%.•w 4 kawwaa bta Hew Vary Lnegrren Cr i \t l id) I I y 3,await*BS ad ,C....Wtgw, r....a4wew.rl eRre. OtMe Sat Ee.4rMeeW 7rMISMW ` \ j, i \y 1 a to I \non .be.nww M niewere• 66.Ire Karr Ads. \ler Vane ad lid ba nand 4 rnrnw \ 7m� 21 PHASE 6 / il 1few.r Gan sled awe_ '4rsrd 4 w Map AS sir wet . [mow l.eL..l ill" er,. .ge0.. dear+•raa...lr.•.ewe./•f - • . • ; \ • \ • ;� hMKieau y TOTAL 94.72 ACRES t a APPROXM JE RESERVOIR AREA 77.94 ACRES t /H a airy btW Maur wiry Ina!°w'a Inns .. WS Inn Carew teal Cowen iallid led I MIER: MP 2 Mee %Yee bad Mn', Wiley L+aroe a a M lla Se.etnr cm'.d sew. Lee IJM.MiM • n'i +Fy.d We Sere. fr AMaI d ea bt yawl dtleud SA ,�,, 1�\ A , —7 + tab al ye hotter; Orr Ids )all t,w wise a+.ele..d r fir• `%/Tilt WW2 bergs Pwlelawb*Aad " \" \ I `'Wm-a . &ewe 7-la Per'■am Nam-w.wM ea is inn,f tew.rw earlier Delth n tit *In perm C. _Mdeluaa t `t T Ily�e / I ; D CC F •ds es are let ~1w Caws Ned Ciq.er twweee. 4 w se w. 1 `�r le•.•+(Kw Melee) +MeMel4/aW ew wed �\\ • I I I c-- Z Or feet 5 Weer ter led Cart towned 4 w ergs 1 \\ � �L '` I I l ! ZSN I netts motley bade fteew notary In.rtsu C. I.ud.nao.a 161d1e. SW/4 Dew Sep prtd.)ewrwuw.. If \ OWNER: CANNON LAND CO. 3 . t,w9. bath \ ., 2 • rree... Ken •.lse fee alu.•w well Vas a nets/.f ar.ee.d �• M.n. Valley rn. r..Oa er_aer•d \ e APN: 130908000013 / !,.— —it a 12 - Ras en +aS Cann If to• hliw 0 RadI r.tryst \eelweiw 4 rink,lV....e.f �e-el.ed t \ t /,._'`+ - --- - "Q t . ... yen Sane art--ea. e 4 w n•.' a if .eed..d 1.5 Can'LtU i1.lei • In In awl rt s WSW rwf/ws dens, uw♦.w L< Ns. re f otw. Parr .leen roll te r.,wed d +.rand M.ma- In in l2 0 Pel4e .Amon ova-.eel r be seed 4_aerdwed 1 \ \ t MW-14 H t+� elo z Cowry Real 21 troboa•d \ - ,.r I 114 a/�y ,' i/+'�~ Q j re.e. ...w Lew ae.w. 1MeN C•a••ry ..hire .e.sew. Si. Pew ..a ++.r..Lead C•ry Rest if .�""! • PS's-_ W PaAl..a a•ssr .dwrw.4 prat.teer..4 4.es.ea.ee \\ , �\ i I .a _ less M. Ili at&t 1"e kr/hm a?.rr mewed ", ' I 11 C ir"/ / ' 0 ei '�a, 'T • Seth - Hen ben ands k.rieell.bale �Vary loves a wider td �\\\ \_ I. 1 I I tan/'''d w--►h2►!'L' / scam Larry Sere ee11. .e.ur Cos Led Correa Fewwl 4 w wawa e+• •l rlr.iw rare sloe. wMveed 1 \ i" \ t I / ' / ^_� .r. ~' / d E . Mew *ma sine f>1 •dln.ew Iwo*.Ile wrtlewr �\ ". " ;I ,,� 1.4 - ?/ i�/~ // O 'c M ___ ___ Lersww ils iteals4rad erriww ed,.ae fewer Mel___ Il n 4 .erwq.e. \ Lm ,\ ` 's J L —r'— oatExd�rr / r 1 ` en Legs In ed fseK.trw.led Caps, Anew 4 wwesa� Wane \ u - 1i'� �r ! Yens.- , 2113 tAt/..rW ;\\1i99oP - -flcz- c ' , -' - 504 ino I- /�y"T1 a en8ier•.a .t-- . I' /61 s. .Paw Iraq,P.M.w..r. . Cow.,abed 22 Weld tasty e.rrtw•W \ ��", \ �.,tssep. PHASE 5 _ ANA‘ `\e * \ ) ,rl " r ' A TOTAL RESERVOIR AREA 2813 ACRES t / / ty h� • o jig`\ N / / /1 \ 1 \�� GA It Kaan n ' / ��/ 10 11 i.e. Linn. Q 9 SAutn A ` I \ as _r Tcs _ _ ..aI f d y - T , o s 3 \ a I ' 4 CHECO 71171 / �� \ 1 Mw-a PHASE 4-B ACCESS ARY oNTOTAL 78,511 ACRES t3/el I � � / /�5)`t1^\ \ BACKFILLEO AREA 12.70 ACRES t i I Ly2-_ _-- 1 1- \\ \ '� if of pi — I WEEP 2130076 t l I I \\ \ r 1 r OWNER: SHAUN MCAEEK = =w toy APN: 130918000002 J 011E ONE \ �i: r :-- o I — \ -1 n Werapa[Nr1111LZM8R4N �w - -- - I — 1 IN \\ j} „ �w--n' *matt iL Limns ) 0---2:--- - "fl % - w —w.__a wee I ly 1 rill ��// w ��rw �„—.« —w ° ~a , C 483561 /I'L \\ t /,)r I J PHASE 2-Aej,, ♦ �\ , �fl �� I `J y��j�.I'Tr r • r \\ TOTAL 25.38 ACRES S '/d• 'Y ♦ �� 'Alit I � *\\ �' n 1 O---O o�-J 9- I p I BACKFILLEO AREA 16.08 ACRES t `` l I _/ r \ ,r1 Ij \\ t \) % 1'I II OWNAEPR CANNON LAND CO. 1 _ /r g • 17/ TI I I APN: 130917000030 S—w—w—.e \ R—%�,e—w—w—r'/ \\ t1 0< K I 1^ ' 1'{ \\ ill\ \ I `74 1 tT I) il V �I ct 3 3 T \\ • y I c OWNER: CANNON LAND CO. • t. u+ Q APR I3000io oa10 \ in ri • 1 ' ii F � I eel L � � l APN: 130917000029 1 ` $ l OValt CANNON WO :O.I 4/ 1 1 Q R ', I \\ 1�� \� I PHASE 4 ��1 Ii Is g 1 a z j o i \ 7 w I I I \ t TOTAL 68 97 ACRES: Z o J J ( z z U I \ Mt 1 UYO • a pY \\ . � f� { 1 APPROXIWTE RE9ElNOIR AREA ISJB AfWF3z \`\\ \ o (zY \ I I t t` 333Y�\ II I 330 tijo � I \ '\ l I II I \\ \ I I " \ � 11 I1 /J 1 O Ft 1 / / fi ® Corr wc0.. 1 � 0h\ I I I I \\ a ` It\ , 1 1 a carman Land 7-tar ' y PHASE 2 S. t ' IIkI' �\\ ' � t I r s—im ' i1� NnIiz , t TOTAL I56.ta ACRES s I1, 1 1 Ch ` ; APPROXIMATE RESERVOR AREA 1%38 ACRES t �� 1\tmlt IZ , I I , \\ �' \^ ` 1�'/� m \ 11 I / CANNON 13328 I H Ix I \ I 1 11 • ( j � PERMIT AREA • �t ; • �� 3 I ` \ _� S-rTr � JON 10811FR 1r—w—M— � ' 643 " 30 ac Z ` — L \ - O 5753586 Y wow III I \� OWNER: CAS LE PINES NORTH METRO I$ RICT 1 / / V�/ .l , I}� l \ \ "" APN: 1 3091 7 • 300002 t? I I I I \ \ \-N - -1 1-- - xi A - 1` t\ / . 3+ I u I I I -0 r_ A _ r coact! 7e532 I � �we.r I 1 I • D m / 1/ I , A3: ' • r jl /' � ` V n I4 ore Cannon Lord 9-16A 1 A V"\ is t I UL) tp : - t l T14 yr-- "Glwf �ili� ra !1�- �� I I CAM M 511 \ \ • ' e $ 11 1 --I � J - fl F1 4 TOTAL PHASE.aI ACRES �1 I Q \ ti I I LEGEND / x APPROXIMATE RESERVOIR AREA b0.0.ACRE$t I I IA • 1tillSiilitH. L4\ OWNER: CANNONLAND CO. \ II I PERMIT BOUNDARY/AFFECTED LANDS t APN: 130918001007 200 FOOT LIMIT \� \ } j I TT COMMUNICATION LINES % ANNON 707-WCB � ENCE � \\` \4\ l 0 En Kwr McGee r' M• I K OHE —% OVERHEAD POWER UNES ORE p a 4\ 1 III o (.1 ' ' ' ' I ' ll ' ' EXISTING RAIL UNE NNON LAND CO. I Br - w - WATER UNE 9AZ \H'IS l$,_• ' TOPHASER st \ 1 91600AND N "Do \ y 'it r. I n -- — FO - FIBER OPTIC UNES � �jJ` \ APPROXI ATE RESERVOIR WA. 64.31 ACRES S \ \ �� CR I I O '$ y \ 1 M1 9---.9-_- I I t — —r— — — IRRIGATION UNES °'gy Flo\\s �, I " G — c GAS LINES co \� � I II de Z i.t1 \ \ I 1 I I I ' a — nos— nos— MINING LIMIT O •\ �\ ( r III _ = ROADS (OFFSITE) n 150 300 600 N. 4 I I r * I I I �• ROADS (HAUL, ACCESS) OW.) l w , ,� 1 %Fr N J� 1 SCALE 1"=300' f �--� TOP0 CONTOUR ems IContour I pal 2 feet \la% Ai.\ NI iI $ r h w 1 GARY ! I - — STREAM Notes \ 4\4 i ' `1 CANNON I III DITCH \o\ \4\ ` ' Ip ,�r MW d' FLOOD PLAIN 1) Oil/gas well, gas line and facility and access corridors may change from whir is t _ 20 show on Ihis mop if required by amended ors a gas ogr.pmvtgs. \ \, OWNER: MICHAEL B,aN� T I � SLURRY WALL (PROPOSED) qp 4(,t % 1 & PAULETTE EVAN I w 2) Reservoir development and configuration may change if Option a is r �\ \c T3 p 1 APN: 130919000035 i p ■ BUILDINGS eacersi zed and the nemeary Technical Revisions are file and approved Ci N. ~' 1 z ' P9i N. \4 n 1 / aasatiEltANSle3oao OMw-s MONITORING WELL 3) Main access ro mine is located an WCR 20 west of HWY 85 this may charge to $000 % Nes P \ I w WATER WELL the eastern occess located on WCR 22 of the SW corner of Phase 4A, r jS e\ W-5 t r CANNON 9728 in r O • OIL/GAS WELL 4) The 5 settling pond/overburden disposal Phases may be reclaimed by r, backfiNrng and revegetated as crop land. If there is no enough fin material, N, \_..._ r p,//////A HIGHWAY 85 RIGHT OF WAY some of the Ptnses may be filled to at least 2 feet above the ground water mf table before reclaiming. I\\\N\NNNN RAILROAD RIGHT OF WAY OWNER: KIMBERLY _z 5) All structures within Hsi m raining area tweed by Conran Land Company will be APN: 13091900000 en C) removed os Slowed ,n the tease agreement L G Everest Inc hos with Conlon -1 Land [Company. 6) Sight Rents Sit Sorg the Highway 85 corridor will be built using overburden Map Exhibit C-2 — Structures Map rla ..--•ea r.W.I l It - 1 - I .._ �" a �^ REVISIONS: DATE: ' LEGAL DESCRIPTION ; ' L G Everest Port o} the NW} }. Section 7, and all of tin SW} of Section 8: Parts of the ORIGINAL PERMIT Jan 2020 APPLICATION FOR A 112 PERMIT J L . G .' 1 Inc .' z g 2 m g i PREPARED Mt ENVIRONMENT. INC. NE}NE}. NW}NE}, SW}5E}. SE}SW4. NE}SW}, NE}NW}, ANbSE;NovI.ofd �fS co nolp�CO 6Dppp3206A all of the 5E}NE1, 5WINE},NE}5E:, 5E}5E}, and NW}5f} of Section 18. and RAGSDALE RESERVOIRS l ^ 7321 East 88th Avenue i Henderson, Colorado 80640 i ,�. JOs 425-72977 Township 2 Monk, Range 66 West. 6th P.M. Wield J 0. a t- Port of the SWINE} Section 19,County. Colorado phone: (303) 2874656 I fax: (303) 289-1348 MAY 04. 2020 - lD Ye 27 • "Al f// \ . 1 1 T` - -- - _ _ a�►.s - - - - -7•_'�c'�_" . •- -'�• •-`-r -� ''., 1.4 .1-r .7......“ --::. .......r.„-..... .. .....avii -i 1 1�,t hi, , fl :.: ✓: ��••�� L D t I' '�I • :.::• • € •ri. .. .�.:: III 1�• • I , 1 Il t� 11� �'' :. :::.:.,: '::r :rl : :::': 1 1, `•, i \' � �y' ::':.':.•:.•.�if, :•+Q '1 I� I iii ' • ' � �•: I n� fJ •' ]' i l I . • , tat �:• •-.L:st/. .• ../:).� .viii : . . 1 I ;1 I `1 .. 1 ��sif r 11 . LL . :. . :: I 1 I t:Tr':_ : ,-rs�i mss- �1 '1: ` .••I • ,1 `43 , '*... . ��.. �.� : •1. : • • • •7 ;1 :el • : . tr> ..-- - r.... __—......_„----,- ..._,.. „ ..,,._,._ . -44, , .. .. ii , . , .. -__ ... ... . , , .,, ,... . 5,. . . ,. . .. , n ,r.. 43/1{ S'2 rill:A r ' .r.. � � ►,, :is � � - -;�.. � , . - • -_I"... i_.... , - . - • , titt. . .-.:.• - /./.'ir , v.: ., 1 i • ., vvvv .F�TT - 1•, ' I'1 : rr ts.� •�•' van 1' 1' I p 0vv `dv ' / Y vv vvvvvvovvvvvvvvovvv • VV II I v° v • v • v � v Er 1 I ` � rl • v • ° v v v v v v v v v v v v v , , v v v °y v v vTfl • v v ° v v v -i P CA7l V; � �` ,vvivvvvvv PHASE4-B • vvvvvvv fit, vvv • vvlovv4 I � °Ov p Vv V V ICBACKFILL£DAREA n ACRust • v v i 1 0 Y7/ vvv v v • • • , v v • v Vq v v �r I • d v v v u v v V V V V v v v v v v v v v v///v v c' •.• , vv w v •°v vlv v° II •I ___ _ � . f •v 'v'V° ,„Z V V V V V V V V V V v V • V ° v • v v v v d L ,• / yy ° vvvvvvvvv vvvv' • ° ° ° • ° ° ° vvv • —7 G ,� 1•. VVVVVVVVVVVVVVVVVV VVVVi • , • VVJov • vv vvv , _ _ _ 1 a �� ♦ VVVVVVVVVVVVVVVV vvvv;, I vv , • vvvvvv • • — -- r — +h} AtlP�EK 250o7F �, c ° ° ° ° vvvvvvv ° o V ° ° ° V w'v ° °I° ° • ° ° b ° ° ° I : _ ' '•f,1 '�— it - .--` 1.dP•, 1. t '1 1 - v v v v v v v v v v v v v v v v v v v b v VV v v v v v v v i i 1 . (- y - . - �..,.. - _ - •t;.r11 r:ti • 1.2 7i... v-v - . ; .r- 9• .Tr -•Ilne^l•.ti•-'S_S.ns _ • _ l .r�. � �.!r. Iv7v7vVvv .VvVv7b7vVvCr V ° ° • V V • D ° ° '` i"' .--,.. • • • • • vi , vvvvvvvvv • N4 tvvvvvvvvvv • vvvvvv , 11 ''Aar 1 W� r -- _ a. , :, vv vV ' 7VVVVVVVVvvvvvvvoovvvvvvvvvvvvVVV ' - _.. VVVVVVVV • 1 'p- r - _ ___ -. ,1 ttJ i) vvvvvvvvvvvvv ^ ^ nnn ^ ^ ^ 7V V V V V V V VV V V V Vvr �• .. <. vvvvvvv • V7 • ••'I• 1 11 �- 3 �_ - - I . V V •.lv • vvvvvvv v v v v v v v vvv v % PHASE 2-A ovvvvvvvvvvvv� •r %r P L-' V V • ,� gp`� .�,�y,� V • • vv , I `C , ` 11 V v Intl • V v 9 V V I vvvvvvvvv VV VV TOTAL 25.343AntSe 7V V V V V V V Vvvoi y4 ‘• N.. vv '•' • • •' - •b"ETb V VV - I { 1 �{ `'::• • • • • • • • • � I{ '�.' vvvvlvvvvvivvv • f am! \b,. illi ` .1 T � '::::.;:.. -':.'.'S,P :.: ''• . .• : :- . . - • . t b 465•9V VvvvvV V V V % BACKFeImARE+ 1"6 ACRE" ovv V Vvvvv : . n ,`_ •�• v VvvO v V vvv V , 1 - a •- • vvv v ' vv vvv vI • v_vvvVVQvvV7VV_V • _ . , Qv V7VA Jf� 1 •^ \ ', 1 1 '. . I��r p der. _ ."a .4'::. . . .yam \\, vvc vvY vvv°v• ,� •11. 4 1 l▪ ':: : I t °vvvv ' vvvvvv•1 11. _�JC_ —. � �t 3^ v v a v o v v I \ 1F � .: ': ' ' . ':: :.: ' :; . ': .:'::::. v v v v vvv 1 •• --- -- •-- - --- -- -- -- - -.•s...a., .• �. . . . . . . . . . . .: . :. . . . . � ' v vvv V • , rc V V • . . . . . . . . . . . . . . . . . . . . � :.'::. � vvrvovv ' , , } 1 vvv oQ v vv JI — �. . �: !1 vc � cry " 1 I c , 4A 1 • .'• ` , vvv vv I 1 / vc 1 , .- ° ° iW vvv • v v v ! 1p'1 - . PNASE.4. ::•:' 1 - V\ ° I1 1 it : ::: :f: �// '+1 . i = j I 1 1 { . pavl c�•+ees.: • . . . a r v v y . V V V I j l F. . ... :, :: tiY7[+1JRA: V V 2 < • v v 9\91 t • VS a' Q - vvvv • 1 • 1 ' 1 • vv d r- v v v . , . . y M U .� I•:�. . . -'. .•. : ••• v v v v v ' 143 • v v • v v v 1 . .. . . . . . . . . . .. viii.. . . . • . . . . . . viii . . it I T • , t .aV VV V • vvv , :,,+ I � � 4 vv Vvvv • vv , a1 l ii :::.. . :::::. . .'.'r.: . . . . . . . . ::.: .'. . .'. . . \ S vvvv vvv 7:, l v o vvv o t -.4 /y. . . . . . �pvvv vvv 1 • 7112 ti vvvvvv v, : : , hsv vvv . , vv vvv } 1 1` i P• • vv // vvv0 vvvv v v �- I . . . . . . . . . . . . . . . . . . . . vv o • vvv t vv vvvv f 1 / - �t :�. vvvvv k ' ; vvq vvvv . . V V . V VmV - ! ' vvvvvv •,• _ 1 ::E� :2::• - �� ..� . �� :�.::•:_ viii..:'� 1• . . . . . . . . . . . . . _.•rte : . . . . . • v o vv vvvv ) � . 1 • , � 1 • 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . t ':�:::•�::':: nARc/L-2 c I �'.. .. ,. 1 ,;:. vvvvvvv v V • v �� , I %1 � A I�f � � i1 tIJ .�.':_.v'i'ii vvvv r ::: :::::_::: ::. .. vvv vvv • • •1" • •(• 'W Iv v v -ziIt s m., . . • !it �-�. • • • •• •y t v V V V V V v 1 tl I V �, - - • v v v v v v• - r aa t lk ; - ovvvvbv •1 1 R v • v 1 �i' 1 - _._ _ - . . - - 1 -- - .-..-T :�• I 7 1 ,• ,,: 1 v v v • I L v v r+l 1 1G- �c p �I y� '• �r III 5 w �:� - 'i L T r I i . • • I W t if k.i_ ? `- ; : .. ktil • a - - -__ °— .. _ - . : t -.. ... ,. ; —.,�, . ., i r1T▪ i. ' f 11 LEGEND . lYaAp�e I 1 P ' masa PERMIT BOUNDARY/AFFECTED LANDS • 1 ::. :. .:: ::::: :::: ... 200 F00T LIMIT : .• J — —�• • 1 PHASE LINE IT COMMUNICATION LINES I�• 1'- ` I TT• 1 , aNE- IL . . . . . . . . . . . . . . . . .. . .. .. . .. . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . OVERHEAD POWER LINES I • r 1 a , i x X FENCE t • • 1 � I : I 4 I 1 4 4 4 4 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,I I EXISTING RAIL LINE . . . . . . . . . . . . . . . . . . . . . J — w - W - WATER LINE , :.:...:.':.yptnl• f �::::: ' : , , ': . ! 1 1� � I, � FO FIBER OPTIC LINES � :; :•..pv iia; "iii wt. . . . . . . . ' t�:,•� `1 P N . • ••. . . • • •- • t I�! I G — G — GAS LINES \�._ �� ROADS (OFFSITE) �• • • • • • • • • • •' ! t ROADS CONTOUR(HAUL, ACCESS) (TYP.) STREAM NaNpc \ . . . .: :: ::::::•::t'•.':::. . . ._':_: .:'_ :.::_:. {I lit _, rte— TOPO ti* ) 1 -' Y . . . . . # I �_t.e . 0 150 300 e00 �, DITCH i• FLOOD PLAIN SCALE t'=300' • e.; - ..v `\ :::'r:rrr:•:::•:•::::':::•:':• i1, : ..:al :� SLURRY WALL Notes'. __� .. �~" 1 ' _ . I , . . . .. . . .. . . . . . . . . . � X20 1) oll:gnt well, gm line and facility may charge (. . . . . � Vint u ! �• ( I Iri •-' ,:i„NI tr- _, .1-.4 TYPICAL SIGHT BERMS and accts!corridors from what is S•-•/T ' 1 , hi/ `„` , I A \ \‘‘‘,. .:'.,-.;;:::::: : ♦,�; ; • 1� � ‘`-314-,-,CL I, ,• , •i ,, pp �' �.:' ■ BUILDINGS show on this map if required by amended oil 6 gas agreements. Cq� -� \ �' ' . • . , 1 ► . �'C-` '•h ' f s �/. )S P T7 2 Reservoir d. ud ad cant ,f Cron B s •?ryes t •'•\' _ t / v a,' I - :t/EVM15151020 7 ,..Jaya ig0Mhansoychantg! Op r fZ ouW-6 MONITORING WELL crer- rood aw the necessary Technical Persian are hied and approved. „ s / 1 �, WATER WELL ' =\ + {f / CAltNON 9728 3) Mom access to mine is located on WCR 20 west of HWY 85 this may change to `>�w - �r ! - t// • OIL/GAS WELL the eastern access located on WCR 22 at the SW corner of Phase 4A. , • .- , ,�'% _�'/' '!- / / / / / ,,ai• ti •� g' _.(/'� �� i HIGHWAY 85 RIGHT OF WAY 4) The 5 settling pond/overburden disposal Phases may be reclaimed by , •y ,t,�a„ backfilling and revegetoted as crop land If there is not enough fill material, f ' -ir % % ` ' ' " K ` \ \ I RAILROAD RIGHT OF WAY some of the Phases may be filled to at least 2 fat above the grand water • '�" table before reclaiming. vvvvvvvvv REVEGETATED AREAS (CROPS) 5) All structures within the mining wen owned by Cannon Land Company will Be fii ...................... RESERVOIR AREAS removed as Stowed in the lease agreement 1$. Everitt Inc. has with Cannon L REVEGETATED AREAS (GRASS) Lard Company 6) Sight Berms built along the Highway 85 corridor will be built using overburden 1�� Exhibit t, t *,� and and vegetated These berms tell remain when as complete- Map Exhibit F - Reclam17ation Plan Map - (optIM A) �//,p J�/'J/,l//�/�'� ION REVISIONS: DATE: ' m .4� v%lam- Parr of the NW�SE}, Section 7, and all oLEGAL ft 5W{ of Section B: Ports of that ORIGINAL PERMIT Jan 2020 L . G . Eve st I ne • f�l' APPLICATION FORA 112 PERMITTT m ; w PREPARED Br ENVIRONMENT, INC. NEINEI. NW#NE}, SWfsEi. SE#SW I. NEI5wEnteinvi, AND SE}NW}.and ADEQUACY CHANGES 5/4/2020 m „DA.p7985 VANCE 203" all of the SEINE+, SWINE}, NE}SEI, SE}5E},and NWI5EI of Section 18, and RAG5DALE RESERVOIRS 7321 East 88th Avenue j Henderson, Colorado 80640 303 223-7297 Part of the NWINE¢ Section 19. Township 2 North, Range 66 West. 6th P.M.. Weld o gym•' Catnty. Colored° phone: (303) 287-4656 j fax: (303) 289-1348 1, r 131neni MAY 04. 2020 - 10:44:5 - I I i - \IN\ E.. � 14%"::::•;•%:•;; �� I� 1 !11 ::: ... ... . ' EE 1 • � ' (, I •� G f lA rorAL�e4,72 .-. a3 / . ..:'. •• •'I� I 1 ' , NP N rp a{ t 777 t 7 0•wMITE RE�ERV• • AreE,}• ,w• 'r . I ':::::;:. 1: `' - 1 . , . .... 1. 1 1 : : - ::::: I. teeLis„)... ., - ...reic„....-.r_ <;-- • Is i ,..,... .d.....,... s..m.„--- ...„00.--or.--ax-i'°- ::. ::: , 351 Irt . zi-- r I , J. �A' lU V 1 'eta A i. . � • , •. TOTAL 4' •: /1' • � v vvv t In s' :g....1 ' ' � ,— .il'�_ ��- 4•:__-- ire . vYr^ - '� I — 1 • • . 11 1 / � vv o'avvvvvvvvvvvvvvvvvv vv • p vv • vv ¢ v • V � l , • v v v v v v v v v v v v v v v v v v v v v vvv tf v* v v v v v AAO*CO71t71 / � vv/vvvvvv PHASE4-B • vv ��f vvv ' �`/ • v v • vv vv 1 Cr1 yf'' v vvvvv [ TOTA 7bSO MAEy2 vvvvvv ...-.i / V V-// V V v vv 1 1/Ly /t • VVV7V V VBACKRLEDAREAI2TBAQESS ' V V vvv • r i• v `vvvvgvvd 0 v V v v V V V V v v V V v V v V V V V v V V • v vp v + v vlv NJ:iv' I \ v vvvvvvvvvvv-fvvv4717 VVV ' vv vvv ' 7f �' a�@l�ovvVVVVVVV VVV % f • vvv • VVVVVVd _ tic \" vvvvvvvvvvvvvvvvv vvvv, -,.• vvvv • vvvvvv —' " I 1 { • 1• ♦ ovvvvvvvvvvvvvV V vvvvv t vvye • vvvlvvvt ,, , --i J� I— -- i • ✓MC�kEK 25007E _ J e ,/1 , t l � \� 7v V vvvvv V vv V V V vvv vv •ory • , vvvvv • vv V vvv I "5• ', , _ ` - �'1\ 1 �1� t- • v v v v v v v v v v v v v v v v• v v v �7 v ' Cv v v • v v v v v v t 1 _• _,-♦ -1 , .-. • ' - ' -t 'w� 1 - V- 7 • - -4---r ♦ �� 7 r .il . _. . y�.n:ft4Ii :14i ' �— ` t, y,�l1 1 '�1\ \ tl. --i�a'r —�il e! V• • • • - • - - '} —.._r •t u' ..T •:.f':ggel 4' • • - -.•• • +i.�•= (SZ.i '� • �.'.`. N :0--- 2..e..„..------ir.7 .• D `(A"4 �. t� Jy *Wu.. •••• rtt� � rL , ;, 4 1�'- •/4>tc tt' -.�,.� vvv + v O • v v O . j'. •`• •'��• vvvvv v v v v v v v v v v , '� -• W-Cr�V v V vvv v • v v vvv 1 I ' ^' • •'•" • •`�-�"x_'_- - ' v v v • v v vyyv v v !• —V V • V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V a ��a" - �` .. ' V V V V V V V V • V VC v'.474, . : 1 Ll __ ___ __ ,/ •�, 'I vvvvv • v v v v v v `I v V V•• V V • v v V V v n n v n n n n n n n n v v v v v V V v V V v v V V �s. 4i V V V V V v v • V V V • - ) 1 {\ �- -_ � • v V d V • V v v1v v v • vvv • vv • vvvvvv PHASE2-A vvvvvvvvvvvvv. •" ��A • vv • ' V ' v • v • g 1 ►1]�) f ( 1 , �. vvvvv vv vvv J vvvv .• • •• vvvvvv TOTAL 25.38 ACRES* ' v v v v v v v v v v v �� l� • v v • - • '�� v v 1 ' ' 1 ♦; 2 - 1' v v G • - V V V V V V V V categebEDAREA•16901�pt�9eVv V O V VvV V \il• ' v v v v v v v v v v v v J ,� 1 • ' 'r • vvvvv O V v v v • vvvvvvcvvvvvvvvvvvvvvvovvvvvvvv •� • � vvv • vvvvvvv •1i Ili vvvgvvvvwvv � �i � • wvvvQwvvvQQv • • Qv ovvp • ^ vov • vvvvvvv 111` i, �, 1 I } vavvpv • vvvvvv 47` ..rEi .�44=�_..:� - - -' - — ��•.'� /' s ` vvv ^ ^ vvvv • ,\ . . . . . . . �, y - .Y1—Q .c„A `� i pt ' -, �'s ' 3' . .y . .. :'.: . b�q_vv m7vvvv • { IC{ k ' \• vvvy c/ vvv1 ^-' � ' .. .. . u _� art �` • F' o v vvvv •: { v v v d v µJ, v v d I . . '1 , - v V 7 v v O v ' 11 :.:::. ::.... ....:.•:::. - • k vvv �•9�. v r .47 O v V ':,1..:.'::.. . ::.'.': ":....::::::. . .. .`,. O yr ¢ = vvvv •' I .� ••t ::�:,.: • ` � •‘‘', s, v V V . • 7 V v . 11� . . . . . . . . . . . . . -R - - - - - . . . . . ::'. . , V V ' 7 V VVV ' : •\ \ � 9 :fit: '. Y In , : vvvv V� Dv y •. .;'::.. .. . -':••.:.•.:......::::. i . . . ::. . . . :.: ..•::.•. ••�. ::.•:::• . _ -• - -_ . - . . . . . . . . . . . . .. . . . . .. . . . ,\ , V v a V V V v • : • 1 ,�, k . . . . . . • , V V Y w 7 v v V Il. :::: : :::. {. 1 �� I,fvv � 1* vvvv :, � - i. V PHASE4 � � vv cn _ V VV' `'. =': . :'.'. :': . : .'. :. .'.': .': .'.': . :: : .'. : :'. {• 4 v vQ vvvv: , 1, oTAL s09TA(RESe vvv C . , v v v IIIa :..•.'.:•:-:.:. ' .� .t. ,Y':..- ::'::•.'.:•: -:':•::.�.... ..::.: -: - t.: i . v v = T • vvv 7.'t L -,. , 1 V c = r•- V V v 7 RESE.RVOR AREA 43.38 ACR,E6 �v o I S I a 1 ` o . . . . . . . . .. .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . `.�4:�•:.�•::.�::.:: •.' ':.':.': •- t � s v v LL V V V v V' , ,h,' � \. v v r a v v V „ �t ,:. .'. ::::. - :.'r:•:":.'. .'::.'::::::.':: •::.':.•.. .�: . .. . . . . . - v V T V V o ,,11 \t V v O V v v ( I 1 '- vv v vvv. r 1 vv T • av >) i .. . . . . . . .. . .. ....... .. . .. . . . . . . . . .. . . . . . . ...}} . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ... .`. . . . . . . • I 71.'.�:.�. :.:�:• . . . . . . . . . VVV ' • VVV 1 • - vvVVVV • '9v . . . . . . . . . . . . . } � I• •':. '.. .'::- . 1 V vvv • vvv; I. '� `1I V �1 \.- iv; v v vvv v v : :: ::: :. . .. . .:: : ::. ::.: . t1 \ t 1 :. . ::::. . . : r vvv vvv ` •-•-• '.': . v v . vvv • c . . . . . . . . . . . . . . .. . .. . . ` 0 • 0 v v" , k Y . V v vvyr v vv vvv. . . . . . . . . . . . . . . . . . . . . . . 11 pp1 , 1 vvlvvvv — _. ::::::::::.: �:: ::. - vvv vvv- II � � }.: vvvvv, :. S ` V v h V V I � 4 . V V\ v v V v PHASE2 :: .:.:.::::. :_ . . . . :\ vo :• vvmv : '::: . { vvvvvv TOTAL 10 AC S= = ••>`. � i`- 1 f� ': . :' , i` "' v v vv vvvv . . . . . . . . . . . . . . . . . .. . . . . . . . ., i'. .:. •:AVPaoww,TE aAnREA. t � : ACREse ; , y v v ,, ` �11„ ,1) rfWovv do v p ' L a i•{1j� : 9 v• ' . p . . . . . . . . . . if ,. ' vvvdwvv v v t vvvvvvv 9 r v • v i 1 r v vv i I 1 ' I I 1 ' t by v • V 1 v dd vv vbv v 1' vvvvv . I - - 1 v V PERI�AiT A _L _ q _ I �h1 =sill v `J ( //4/ 63.30 1.I I - �I I T _I t: 1 I v ,. 1,. _ ' -- - -•�-� �4- ---•. r '+t' _J..-i•_z - A I 1� . •: •: 1 ; � - / . LEGEND �., .'ir ,�..... -• ,, ! Ilt ......::...::.•.:•:.•: •.. I ff. J �I i J „ iJ•s••=- . -' ".�_ -.-., , �{ ' ^� • •• ._•36ht. I, ' ( ; PERMIT BOUNDARY/AFFECTED LANDS I ; • I i , * . . :. :::::. ••-PHASE 3•.• i I; 1 } ':::: y ': ::::.'::.g . � • :: :::_ . - . TOTALrsseA a II ) • Qi 200 FOOT LIMIT �? .' :. ': '! rERESER,roiR, w saaACREsa l� I 1! '►� n - - ` PHASE LINE I TT COMMUNICATION LINES ft , ` , 1 , f OM E `i'�•'�=•�'• •' 1 FF OVERHEAD POWER LINES I .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . ::::. . : .. '� . ::•:::::: ! FENCE I I , i 1 i t 11 t 1 1 1 i 1 • EXISTING RAIL LINE• �� ` •, T 1 .� i . - w w WATER LINE 3t17R FO FIBER OPTIC LINES \ ::•�:•:•: : . PHASE 1 `\ _ � �L - c c N \` TOTAL S0.6/ACRES: • • •, �, ` : 17 i Y GAS LINES t . . . . . . . . .. . . �'APPRow9ure RESERVO�t AREA, s4.3t wtREs e .•�� . � � , . . . I I I I'' D — OFFSITE • • • • • • • • • • '^ �- ii . ROADS .. ' ROADS (HAUL. ACCESS) TYP. -..________,,---\.._1;+ , -..________,,---\.._X r �l p -..________,,---\.._ TOPO CONTOUR 1•.. 11 1 - ' I r { _... • 1i STREAM ALA �� 1-.: ::: ::;. •� :! DITCH 0 150 300 600 `� •� . • :. . . . . . . . . . . . . . . . . . . . . . . . . .: �) 0 1, :. . :11 :�11 , . • --- — -In FLOOD PLAIN MB • \ t'♦ I4II 1 `t 1 :y ::::::::: . :. . .I . .i SCALE 1'_300' • ` • :.., : il i • 'I 1 . . . . _ la SLURRY WALL Notes: _ • I I4 ' 1�� lR—�—_ eI; It TYPICAL SIGHT BERMS 1) Oil/gas well, gag line and facility and access corridors may charge from what is �Q show on this map if required by amended oil b gas agreements. N - ..- - _ .w . . ▪ , 1 , ,LW, , S `, •� ' ■ \ ' ::' '' ' ' ': .▪ . � �' � ' , IiC , . ■ BUILDINGS 2) Peuntoir development and configuration may change if Option a is N ` � `• ,� S. % i i , ` `, -I ; J GMN_6 MONITORING WELL excc'si=ed and the necessary Technics! Re.:sw,n.are filed and approved. 'Qiys9 \ �,••• , ' ` ! ,I��0- / ` l• .--`—• IEVAK 15702'A CANON 9728 // >S WATER WELL (OWNER PERMIT #) 3) Main access to mine is located on WCR W west of HWY 85 this may charge to ♦ \- I l� • \ .- • o OIL/GAS WELL the eastern access located on WCR 22 at the SW corner of Phase 4A. _ fit 7 ..... / / / / f / / / HIGHWAY 85 RIGHT OF WAY 4) The 5 settling pond/overburden disposal Phases may be reclaimed by `"``;, \. `,//-. , : _LJ / / / / / bockf Ming and revegetated as crop land. If there is not enough fill material, e N .,-..i•'-V' -4;%� K RAILROAD RIGHT OF WAY some of the Phases may be filled to et least 2 feet above the ground water n\ D• •'��k \ \ \ \ table before reclaiming. ' •, •''• 1:15V )i ; . 7v v V VVV v v v. of REVEGETATED AREAS (CROPS) 5) All structures within the mining area owned by Cannon Land Company will be ,-.,-_••:y-:-: ,.•_••...--_•, RESERVOIR AREAS removed as allowed in the lease agreement 1,6. Ererist Inc. has with Cannon Land Company. k 4. 4. 4. , REVEGETATED AREAS (GRASS) 6) Sight Berms built along the Highway 85 corridor will be built using overburden and resoiled and vegetated. These berms will remain when reclamation is complete. Map Exhibit F - Reclamatin Plan Map - (Option s) REVISIONS: DATE: • 2 �'xitioa. LEGAL DESCRIPTION L G Evenst Port of the NWI•SE}, Section 7 and all of the SW} of Section 8: Parts of the ORIGINAL PERMIT Jan 2020 • • ' Inc .• + !�' > PRpfR[D DT. ENVIRONMENT, INC. NE}NEt. NWINE}, SwfsEf. sE%SWI, NEtSWI. NEfNwi., AND 5E}NW+,and ADEQUACY CHANCES 15/4/2020 APPLICATION FORA 112 PERMIT C m U % f a MI6DA,CO A°°" all of the5EINEf, SWIINE},NE-5E4, 5E}SE}•andNW4SE} of Section 18,and RAGSDALE RESERVOIRS it; 7321 Eat 88th Avenue I Henderson, Colorado 80640 Fr g ' 303) 423-7407 Port of the NW}NE} Section 19.Township 2 North, Range 66 West.6th P.M.. Weld O ro •° tut County. Colorado - ' phone: (303) 2874656 I fax: (303) 289-1348 e EXHIBIT D MINING PLAN AND TIMETABLE LOCATION This is an open pit mine located about 3 . 5 miles north of Fort Lupton, Colorado, with the entrance on the west side of State Highway 85 . To reach the mine from the Ft. Lupton, go north on HWY 85 about 3 . 5 miles to Weld County Road 20 . The coordinates of the entrance are 40°07 ' 50 .492" , -104°48 ' 39 . 076" . Please refer to EXHIBIT B-VICINITYMAP for the property configuration and the relationships to surrounding geological features . The area to be mined lies north of this point on the west and east of sides of HWY 85 and Union Pacific Railroad (UPRR) . GENERAL INFORMATION The primary commodities to be mined are sand, gravel, topsoil, overburden, and borrow materials . No incidental commodities will be produced at this mine. Throughout this application we will refer to the two areas, (a) the west area containing Phases 1, 2 & 3 and backfill areas, and (b) an east area containing Phases 4, 5 & 6 and the backfill areas east of the railroad. The western area is made up of five (5) mining areas - three areas will be mined and reclaimed as developed water storage reservoirs and two areas will be mined, backfilled and reclaimed as cropland. The eastern area will have up to eight (8) mining areas, of which five (5) areas will become reservoirs and 3 areas will be backfilled and reclaimed as cropland. Mining in Phases 1, 2, 3 , 4, 5 & 6 will be mined after the slurry walls are completed around them. Stages 1A, 2A, 4A, 4B, and 5A will be dewatered during mining so they can be mined dry. Dewatering will continue until mining ends in each of the backfill stages . The area being permitted and much of the surrounding areas has historically been used as irrigated cropland (irrigated and non-irrigated) , and vacant land. This site lies near the South Platte River, so it contains an alluvial gravel deposit in the western area, which extends into a large terrace of gravel in the eastern area. CURRENT CONDITIONS Large portions of the lands to be permitted are currently operated as an irrigated farm land, by Cannon Land Company. There are two operation areas separated HWY 85 and the UPRR tracks that run north to south. The area between the east and west areas contain fiber optic lines, telephone lines, gaslines and electric lines as well as the roadway and the tracks . The western area lies between the South Platte River and Hwy 85 and is currently an active farm, with support structures that L.G.Everkst,Inc. Ragsdale Reservoirs 4 May 5,2020 EXHIBIT D MINING PLAN(coNr) will be removed as mining progresses . There are no County roads or P g public facilities in this area. The oil and gas facilities on this side are four (4) oil/gas wells on the site, three (3) of which are shut-in. The Platte Valley Canal cross this area from north to south and will not be disturbed by mining. The eastern area is also used as an active farm with associated support structures similar to the west side . Two Weld County roads (22 & 22 . 5) are adjacent' to the eastern area. The eastern area also has oil and gas facilities, which include four (4) oil/gas wells, three (3) of which are shut-in. "Shut-in wells" is "A well which is capable of producing but is not presently producing. " They are usually plugged and abandoned completely by the Oil/gas company at some time in the future. The Platteville Ditch runs along the east side of the east parcel . MAP EXHIBIT C-CURRENT CONDITIONS MAP, shows the outline of the Affected Lands/permit area, the adjacent landowners within 200 feet of the facility, current topography, hydrologic and surface features of the property. Of particular note, the western permit/affected lands line is established one-hundred (100) feet east and parallel to the east toe of the berm built by the landowners along the South Platte River and/or historical levees built by the US Army Corps of Engineers along the South Platte. Over the years, it appears this bank has been lined with armoring materials along its entire length by multiple landowners . No mining will take place within a minimum of 150 feet from the river bank that exists at this time. Mining will be done at a slope of 3-height (3h) to 1-vertical (lv) from ground surface to the floor of the mine inside each reservoir. The initial access to the site is via an existing Private Road, located west of Highway 85 and in alignment with County Road 20, and running along the south side of Phase 3 in the western parcel . In most cases, existing farm roads will be used that are within the permit area. The initial Plant Site will be located on the area north of this access road. A second mine access road may be constructed on the east side near the eastern Plant Site in Phase 4A when operations begin in that area. The approximate location of both access roads are shown on MAP EXHIBIT C-1 -MINING PLAN MAP and MAP EXHIBIT C -CURRENT CONDITIONS MAP. In the future a conveyor crossing from the eastern area to the western area may need to be constructed. This would only happen if L.G. Everist, Inc. were to obtain the necessary permits to cross Highway 85 and the UPRR with a conveyor. Should this happen, an amendment will be filed with the Division that would include the, L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 5 EXHIBIT D MINING PLAN(corer) Source of Legal Rights to Enter, crossing permits and show the location and design details for the crossings . The access roads will be constructed of gravel from the site . They will be at least 40 feet wide and graded to allow for drainage and have ditches as necessary to collect runoff . Any runoff from the road will be retained on-site and allowed to soak into the ground or evaporate. The road will be maintained as needed. Maintenance roads will be built around each reservoir to provide access for the owners . The access roads will remain when reclamation ends as they will be used to access the property. GEOLOGIC SETTING The affected lands are located along the South Platte River in a Quaternary age, Piney Creek alluvial deposit . The eastward dipping beds of upper Cretaceous age are overlain at an angular unconformity, by the Piney Creek alluvium. The sand and gravel encountered in the Piney Creek alluvium are a result of water erosion and redeposition of rock materials from the Front Range of the Rocky Mountains . The deposition of this material occurred during a time when the river was much larger than it is now. But, judging from the scarcity of large rocks found at the location, the velocity of the river must have slowed sufficiently to have dropped boulders and most large cobble before it reached this point . This type of material is typically found from south of Denver to the Colorado state line along the South Platte River. The thickness of the mineral deposit varies from 8 to 52+ feet and the average depth on this mine is approximately 40 feet deep. This site has a zero to 10 inch layer of topsoil, consisting of loam and zero to 36 inches of a clay loam to sandy clay loam overburden that overlays the gravel . This alluvium is a well-sorted coarse gravel, sand and silt, predominantly granitic and quartzite material with minor amounts of gneiss, schist and sandstone. The bedrock under the surface gravel is a grey to grey black shale that is impervious . SOILS AND OVERBURDEN The SOILS MAP IN EXHIBIT I, shows the soil types as delineated by the National Resource Conservation Service (NRCS) and obtained from their website . The information contained in EXHIBITI/Jwill provide background levels for the site as reclamation begins on the entire area. The depths of the topsoil and overburden, shown in the following table were obtained from drill logs provided by the Cannon Land Company. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 6 EXHIBIT D MINING PLAN(coNT) There are eleven (11) types of soils found on the site. These soils are typically found throughout Weld County. They have no unusual qualities . The eleven types of natural soils on the site as determined by the Natural Resource Conservation Service and shown in the report are designated as map Units 1, 2, 3 , 10, 16, 21, 22 , 38, 42 , 52 , and 76 . Soil units 38 and 76 are very small areas on the edges of the mine that will not be mined. See the soils map in the NRCS report for how the soils are distributed on the permit area. The NRCS report contains detailed information including the soils description, and chemical, physical, and engineering qualities, which can be found in EXHIBITI-SOILS. The Vegetation inventory applies to only the non-farmed area in each soil type and is provided as background for when the perimeters of the lakes and backfilled areas are revegetated. Typically, at this time, the irrigated areas are used to grow various crops, such as corn, wheat, barley, sorghum or sunflowers . SOIL UNIT NAME APPROX DEPT OF DEPTH OF UNIT AREA TOPSOIL, OVERBURDEN (AC) (INCHES) (INCHES) 1 Altvan loam, 0 to 1 percent slopes 265.7 10 25 2 Altvan loam, 1 to 3 percent slopes 93.3 10 24 3 Aquolls and Aquents, gravelly 198.7 12 36 substratum 10 Ellicott-Ellicott sandy-skeletal complex, 23.8 0 0 0 to 3 percent slopes, rarely flooded 16 Colby loam, 3 to 5 percent slopes 10.7 7 36 21 Dacono clay loam, 0 to 1 percent 23.7 12 36 slopes 22 Dacono clay loam, 1 to 3 percent 20.4 12 36 slopes 38 Nelson fine sandy loam, 3 to 9 percent 0.0 9 NA slopes 42 Nunn clay loam, 1 to 3 percent slopes 0.2 9 NA 53 Otero sandy loam, 3 to 5 percent 45.0 12 36 slopes 76 Vona sandy loam, 1 to 3 percent 0.1 6 NA slopes Based on the soils report and on site observations there are sufficient quantities of soil available to reclaim the disturbed lands to their present condition. The excess overburden will be L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 7 EXHIBIT D MINING PLAN(coNT) placed into the five (5) settling ponds/overburden backfill Phases shown on the MAP EXHIBIT C-1 -MINING PLAN MAP, or removed from the site . The soils on the permit area that will be salvaged and replaced should be capable of growing vegetation consistent with what is required by the Reclamation Plan. The average depth of topsoil on the site according to the NRCS report and site investigations is 0 to 12 inches deep. Enough topsoil will be retained to place an average of 6-12 inches on the areas to be revegetated. As each area is stripped, L.G. Everist will determine how much soil will be needed to reclaim the area and it will be stockpiled for use in reclamation. Over the life of the mine, an estimated 816, 000 yards of topsoil will be stripped from the mined area but, a minimum of 241, 500 yards will be retained for resoiling the areas to be revegetated. In addition, there is from 0 to 3 feet of overburden on most of the site . Much of this overburden will be retained and used to backfill the areas shown on the maps or removed from the site. The topsoil and overburden stockpiles will be located around the excavation, typical piles in possible location are shown on the MAP EXHIBIT C-1 - MINING PLAN MAP. If the soil stockpiles remain undisturbed for more than one year, a cover crop of the approved seed mix, at the rate called for in the Reclamation Plan, will be used to revegetate them. MINING PLAN MAP EXHIBIT C-1 -MINING PLAN MAP shows the approximate direction of mining as it progresses across the site. The plan is for having 180 acres ± of disturbance bonded to allow for flexibility during mining. This 180 acre area will include stripped, partially mined, partially reclaimed, Plant Site, materials stockpile area and future reservoir areas . As mining progresses across the property some parts of the property will remain undisturbed while other areas will be either, stripped, mined, partially reclaimed or totally reclaimed. The MAP EXHIBIT C-1 -MINING PLAN MAP shows how the area will look when approximately 23% of Phase 2 , and all of Phases 1A and 2A are mined and partially refilled. Note how the final slopes around the perimeter of Phase 2 are created as mining progress by leaving undisturbed material in the slopes . So only the working face area would need to be; shaped, and 20 acres would need to be resoiled, if mining ended at' this time. Also in this snapshot in time, the reclamation in Phase 1 would be complete, and Phase 3 would be Plant Site, equipment storage and stockpile area. Of the 643 . 30 acres ± in the permit area, approximately 508 acres ± will be disturbed by mining. This mining plan details the L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 8 EXHIBIT D MINING PLAN(coNr) development of the mine site with 2 options . Option A will has a series of eight (8) developed water storage reservoirs using slurry walls around each reservoir. Option B has six (6) lined water storage reservoirs, due to some of the reservoirs being combined if some existing oil and gas wells and pipelines can be relocated or are abandoned and removed. MAP EXHIBIT F-RECLAMATION PLAN MAP -OPTION A and MAP EXHIBIT F - RECLAMATION PLAN MAP -OPTION B show how these options will be developed. More detail is discussed in the following text. The methods discussed below will fit each option unless otherwise stated. Technical Revisions will be filed when needed to incorporate various items from Option B. As stated above, most of the Option B changes are related to oil and gas facility relocations and removals . Other possible Option B changes could occur if the landowners want to start development of facilities related to their developed water storage in a reservoir phase - such as pump houses, inlet/outlet structures, rip-rap - and don' t want to wait for DRMS permit acreage release . In this optional case, L.G. Everist would have already reclaimed the reservoir phase (including liner certification, final grading of the reservoir slopes, and initial seeding) , but the phase acreage is not yet released from the DRMS permit (due only to vegetation growth) . L.G. Everist would file Technical Revisions as needed to incorporate the changes . Please refer to MAP EXHIBIT C-1 'MINING PLAN MAP during review of the following text for the location of the areas discussed. At any given time, mining and reclamation may be occurring in one or more phases to accommodate the blending of materials, the natural progression of mining from one Phase to the next, and the relocation of the processing plant and settling ponds . This "concurrent reclamation" allows for reclamation work being completed in one phase while mining begins in another phase. The "direction of mining" arrows on MAP EXHIBIT C-1 -MINING PLAN MAP show the applicant ' s best guess on how mining will progress through the mine areas at this time . Natural ground conditions and unforeseen circumstances may necessitate changes to the mining direction throughout the life of the mine . The RECLAMATION COST ESTIMATE- EXHIBIT L is based on an estimated disturbance area when the mine has been open for a few years . The acreage disturbed may increase or decrease as mining progresses . If it increases, a Technical Revision will be filed to adjust the bond amount to cover the changed cost estimate . Initial mine development will begin on the south end of Phase 3 and in Phase lA where the topsoil and overburden will be stripped L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 9 EXHIBIT D MINING PLAN(cow) and stockpiled around the disturbed area. Some of this material will be used to construct a sight berm along the east sides of Phases lA and 3 to limit visibility from Highway 85 into the active mining and processing areas . Any material not used for the sight berm construction will be stockpiled on the north end of Phase 3 for placement in Phase lA once all sand and gravel have been mined. The berms will vary in height depending on the area to be screened, with 3 : 1 slopes on each side. During the stripping process, any structures owned by the Cannon Land Company that will not remain after reclamation is complete will be removed and disposed of properly, this applies to all Phases . Mining will start on the south end of Phase lA and progress to the north. The setbacks to be used are shown in the table on the MAP EXHIBIT C-1 - MINING PLAN MAP. The aggregates will be removed and stored on the Plant Site area in Phase 3 for processing. This stage will then become a settling pond and excess overburden backfill area, from the development of the reservoirs in Phase 1, Phase 2 and Phase 3 . As mentioned above, the proposed mining sequence may change due to unforeseen circumstances such as market conditions, variations in the natural deposit, , agreement restrictions with structure owners, etc . At this time, the plan is to mine them sequentially from 1 thru 6 as shown on the maps . It may not be practical to mine Phase 3 until the end of project . If a secondary haul route cannot be developed for hauling materials from the eastern area Phase 3 will be used as the Plant Site area throughout the life of the mine. Phases 2A, 4A, 4B, and 5A will be mined as described for Phase LA and prior to, or in conjunction with, mining beginning in the corresponding reservoir phase in order to provide areas for disposal of excess overburden and processing fines for those areas . Sight berms will be constructed along the Railroad ROW on the west sides of Phase 4 , 4B, 5 and 6 as noted for Phase 3 above . The following mining methods will apply to all of the reservoir Phases . Operations will begin in each Phase of reservoir construction by stripping the area where mining will start . Initially a 30 acre area will be stripped and periodically as mining progresses it will be extended so there is approximately 30 acres ready for mining at any-one-time as each Phase is mined. The topsoil needed for resoiling the above-water areas will be separated from the overburden and stored around the mining area for use in reclamation. Once enough topsoil is salvaged to resoil the above-water disturbed areas with an average of 6-12 inches, the rest may be sold. These stockpiles will be placed strategically in L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 10 EXHIBIT D MINING PLAN(coNT) progression with mining, and in some cases the stripped topsoil will be placed on areas where grading and shaping are complete so it only has to be handled once . In Phases 1 and 2, all topsoil storage piles will be located as far from the river as practical, and will run parallel to the river' s flow if located in the floodplain. During the stripping, a slurry wall pad will be built around the reservoir Phase mining area using the excess topsoil and overburden. When the slurry wall pad has been completed, the bentonite slurry wall construction will begin. This is done by excavating a trench in the pad that is keyed into the underlying bedrock and filled with a mix of overburden, bentonite and water to create the slurry that becomes the liner. The overburden not used in slurry wall construction will be placed in the disposal areas or sold. After the slurry wall liner is place within a phase, a dewatering trench will be excavated. Then a pump will be installed and dewatering will begin. This will allow the area within the slurry wall to be dry mined. The trench will be extended around the area as mining progresses. The active mining area in the' reservoir phase will remain dry. After mining is completed, final reclamation of the phase can be completed, including liner certification, final grading of slopes and initial seeding for revegetation. At this time, the reservoir will be turned over to the owners . They will be overseeing construction to complete the reservoir operations facilities and filling. As mentioned previously, any developed water storage facility construction that the landowners complete falls under Reclamation Option B and L.G. Everist will file a Technical Revision to incorporate the changes . Dewatering as mining progresses facilitates early testing of the slurry wall liner, which is required to receive liner approval certification from the State Engineer' s office . In general, mining will commence in the south end of each Phase and work north (except for Phase 1, where mining will start in the north and progress south) . As noted above, the Alpha suffix stages will be mined first in each general area to provide areas for disposal of excess overburden and processing fines generated from the mine . The working face will be mined near vertical to maximize removal of material from the mine. ', At its widest point, the working face will be approximately 2600 feet long. If mining ends prematurely, this working face slope will be reclaimed using a cut/fill sloping method instead of backfilling. As mining reaches the vertical face setbacks limits around each reservoir, mining in L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 11 EXHIBIT D MINING PLAN(coNr) this band from the top of the slope to the vertical face limit will change to a slope mining method to leave the 3 : 1 final slope. We expect to have no more than 2600 linear feet of area needing final exterior sloping at any-one-time. The mining setbacks will vary, from the permit boundary and structures as allowed by each agreement for said structures and/or the Geotechnical Stability Analysis . The proposed setbacks are shown in the Setback Table on MAP EXHIBIT C-1 -MINING PLAN MAP. For example, on oil/gas wells, we will maintain a 150 foot radius around each well-head since we plan to leave the natural gravel slope in the reservoirs . The MAP EXHIBIT C-1 -MINING PLAN MAP shows how this will look. The setbacks will be used as a place for access roads to the mine exterior, ditches and oil and gas facilities . The setback areas will be reclaimed if disturbed, but most roads will remain for reservoir access as part of the reclamation plan. The material will be mined using loaders and track hoes (excavators) to remove material from the face . The material will then be delivered to the Plant for processing using haul trucks or a conveyor system. No blasting will take place at this mine. The arrows on MAP EXHIBIT C-1 -MINING PLAN MAP show how we will progress thru the mine area. Reclamation will run concurrent with mining to control the amount of disturbed area in the mine at any-one-time. A reclamation cost estimate is presented in ExhibitL for start of mining proposed in the following text . This pit will be operated year-around by L.G. Everist, Inc. , weather permitting. There may be periods when the demands for material are slow and no mining will take place, creating an intermittent operations situation. The amount of disturbance to be bonded will allow 180 acres or less at any-one-time . Of this 180 acres, the Plant Site will cover 65 acres, containing processing plant/stockpile area, equipment storage area, temporary overburden and topsoil piles, drying pads and other axillary uses needed at the mine . The remaining 115 acres will contain 30 acres of pre-mining stripped area, the active mining area, reclamation material stockpiles, slurry wall pad area, partially reclaimed area and reclaimed area waiting release. This amount of disturbance may change as the mine develops but prior to exceeding the initial 180 acres, a Technical Revision will be filed to increase the bond and allow for more disturbance. Areas not included in the bonded area will remain in agricultural production and the responsibility for weed control and agricultural area maintenance is retained by the landowners . Reclamation will begin once we have enough area for stockpiled material and the section to be reclaimed will not have to be dis- turbed again. Review of MAP EXHIBIT C-1 -MINING PLAN MAP shows how we L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 12 EXHIBIT D MINING PLAN(coNT) expect the site to look when mining is approximately 30% done . Note, the floor of the excavation is generally flat and the slopes into the reservoirs are 3h to lv where mining is complete on the perimeter. The excess overburden and plant-generated fines, have partially backfilled Phase LA and 2A. Phase 1 has been reclaimed and is ready for final development by the landowners . Also, rec- lamation is running concurrent with mining to reduce the amount of disturbance at anyone-time and reclamation is following Option A. Please refer to the MINING TIMETABLES for the estimated acreage of each area associated with the mining part of this operation. Mining equipment may include but is not limited to, front-end loaders, scrapers, excavators, a drag line, dozers, off-road haul trucks, dump trucks and a water truck. Processing equipment may include but is not limited to conveyors, crushers and screen plants . A scale and scale house may be built at the mine during its life. As much as possible, the surface drainage will be maintained in the same direction as it now exists . The proposed sloping plan for the excavated area should eliminate any concerns of erosion occurring from the site . Most of the water used on site will be for dust control used on haul roads or with sand and gravel processing. Please refer to EXHIBITG -WATERfor-WATER for the discussion of how water will be used at the site, the estimated yearly needs and the source of said water. The 2 large irrigation ditches that cross the site and the Cannon return flow ditch will not be impacted by the mining operation. All interior pit slopes will be maintained with a pit-ward attitude so that historic drainage patterns can be maintained. This same slope management plan will prevent any offsite slides or other disruptions . Isolation berms or ditches will be constructed around the mine as needed to prevent stormwater from contacting the disturbed areas . All stormwater contacting the disturbed area will be retained on'isite and allowed to evaporate or soak into the underlying gravel . No U. S . Army Corps of Engineers, 404 permit is necessary, as mining will not impact waters of the U.S . While there are ditches and a non-determined wetland area between them, these areas will not be disturbed by mining or reclamation. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 13 EXHIBIT D MINING PLAN(corer) MINING TIMETABLES This estimated mining timetable is based on an average year, and L.G. Everist expects some years to vary widely from the average. If there are changes in the mining timetable, we will discuss the reasons for the change in the annual report that follows the change and modify it at that time if needed. ESTIMATED MINING TIMETABLE- Option A ACRES + Phase ESTIMATED TOTAL TOTAL MINED MINED EST. YEARS AREA MINED 100% SLOPES SLURRY WALL LENGTH 1A 0.5 to 1.5 29.47 22.86 5.82 17.04 1 2 to 4 80.51 69.35 52.84 16.50 7, 900 2A 0.5 to 0.75 25.38 15.08 5.81 9.26 2 4 to 6 156.10 124.23 96.44 27.79 8,275 3 3 to 5 73 .98 61.64 43 .32 18.32 7, 792 4A 0.75 to 1 40.12 32.81 28.30 4.53 4B 0.75 to 1 26.50 19.53 12.79 6.74 4 3 to 5 58.97 49.80 30.67 19.13 6,350 5A 0.3 to 0.6 8.35 3 .31 2.44 0.86 5 1 to 3 49.20 32.14 6.47 25.67 5, 830 6 3 to 5 94.72 81.25 30.72 50.55 9,770 TOTALS 118.75 to 32.851 643.301 512.001 315.621 196.391 45,917 ESTIMATED MINING TIMETABLE- Option B ACRES Phase ESTIMATED TOTAL TOTAL MINED MINED EST. YEARS AREA MINED 100% SLOPES SLURRY WALL LENGTH 1A 0.5 to 1.5 29.47 22 .86 5.82 17.04 1 2 to 4 80.51 69.35 52 .84 16.50 7, 900 2A 0.5 to 0.75 25.38 15.08 5.81 9.26 2 4 to 6 156.10 128.85 97.65 31.20 8,275 3 3 to 5 73 .98 61.64 43 .32 18.32 7,710 4A 0.75 to 1 40.12 32.81 28.29 4.53 4B 0.75 to 1 26.50 19.53 12.79 6.74 4 3 to 5 58.97 49.80 30.67 19.13 6,350 5A 0.3 to 0.6 8.35 3 .31 2.44 0.86 5 1 to 3 49.20 32.61 7.36 25.25 5,830 6 3 to 5 94.72 85.83 27.17 58.68 8,100 TOTALS J18.75 to 32.851 643.301 521.671 314.161 207.511 44,305 L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 14 EXHIBIT E RECLAMATION PLAN AND TIMETABLE OVERVIEW The proposed future use of this site is to create 6 to 8 developed water storage reservoirs with a vegetated border around the highwater lines of each reservoir. Each of the proposed reservoir areas will be sealed with a slurry wall liner. In addition, there are 5 Phases that will be backfilled and used as cropland areas to match the existing land use . Cannon Land Company, the landowner, will be responsible for the construction of any additional reservoir operations facilities (pump houses, inlet/outlet structures, etc . ) on each reservoir once L.G. Everist, Inc . has resoiled and seeded the perimeters and released a Phase from the DRMS permit . The reclamation methods and plans described below will apply to all Phases but may require minor variation depending on the conditions found in each Phase . Reclamation will run concurrent with mining so it will commence as soon as enough area is available to reclaim and not be redisturbed. The setbacks and side slopes from the water' s edge to the slurry wall or setback limit will be resoiled and revegetated using the methods described in the following plan. On-site generated inert material will be placed in backfill areas or will be recycled/sold. The applicant proposes bonding to cover the amount of disturbance throughout the mine (180 acres) , including a sufficient length of liner and sloping, acres of seeding, backfilling, etc . If the applicant determines that the amount of disturbance at the mine may soon exceed the bonded amount, the applicant shall submit a bond revision to the Division. As noted in the MINING PLAN, we are proposing two options for reclaiming the site . The methods used to develop the reservoirs in each option have minor differences . The differences being in how Phases 2 , 4, 5 and 6 are developed around existing oil/gas facilities that may be relocated or removed in the near future . Please refer to TABLE E-1 RECLAMATION TIMETABLE-OPTION A or TABLE E-2 RECLAMATION TIMETABLE-OPTION B for information on each Option and Phase changes for the Reclamation. Currently, the proposed mine site is primarily irrigated agricultural land, but is broken into 5 different use areas . The current uses are, irrigated crop areas; non-irrigated pasture; ditch and return flow corridors; and also oil/gas operations areas with some high capacity gas pipeline ROW' s . The agricultural uses will continue in areas where mining operations have not yet begun. There is very little native vegetation L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 15 EXHIBIT E RECLAMATION PLAN(cow) present on the agricultural areas because of the intensive agricultural practices that have taken place on the land. In most cases, the oil/gas operations areas have little vegetation and the high pressure gasline ROW' s have been farmed for many years and the vegetation cover on those areas is consistent with farmed areas . The narrow bands along the Cannon return flow ditch, the Platte Valley Canal and Platteville Ditch have been consistently disturbed by ditch maintenance . This leaves only isolated areas around the permit area with vegetation that may be considered native . The typical vegetation descriptions in EXHIBITSI &Jwill not match the actual current vegetation since the practice for the agricultural activities are that crops are rotated from year to year. RECLAMATION PLAN FOR RESERVOIR AREAS This section covers reclamation on the developed water storage reservoirs in Phases 1 thru 6 . As discussed in the Mining Plan text, reclamation will run concurrent with mining. Initially this will happen when the reservoir slopes area is being mined and graded. The plan is to leave undisturbed natural sand and gravel at 3v: lh slopes in each reservoir phase . The 3h to lv slope of natural, undisturbed materials will need no other reclamation except minor grading to dress the slope . This section covers reclamation on the developed water storage reservoirs in Phases 1 thru 6 . As discussed in the Mining Plan text, reclamation will run concurrent with mining. Initially this will happen when the reservoir slopes area is being mined and graded. The plan is to leave undisturbed natural sand and gravel at 3v: lh slopes in each reservoir phase . The 3h to lv slope of natural, undisturbed materials will need no other reclamation except minor grading to dress the slope . Since the perimeter of the reservoirs will be mined to their final slopes, only minor amounts of slope work will be necessary as mining ends . This will also insure, that if mining ceases before the resource is exhausted, only a minor amount of work would have to be done to finish reclamation on the disturbed area. At this time, the final reservoir levels are estimated to be at the lowest crest elevation around any given reservoir. The temporary topsoil stockpiles in the various mining phases will be available for reclamation needs . When grading and shaping is completed on a large section of reservoir banks, they will be resoiled and then seeded during the next seasonal planting window. The MAP EXHIBIT F-RECLAMATION PLAN MAP - L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 16 EXHIBIT E RECLAMATION PLAN(coNT) OPTION A and OPTIONBshow show the sloping plans and areas that will be reservoir areas in this plan. All reservoir bank sloping will be completed to the stated 3 : 1 slopes or flatter. All areas that are above the high water line, and are not being reclaimed as graveled access roadways, will have an average of 6-12 inches of soil fully replaced and prepped for seeding. All top soiled areas will be seeded with the seed mix described in this plan, and effective weed control measures will be implemented until the Phase is released from the permit area . The applicant requests that the establishment of full revegetation will not be required for permit acreage release if "reasonable assurance" that the development for the approved post mining land use will continue prior to establishing permanent vegetation. An example of "reasonable assurance" is a letter from the landowner (Cannon Land Company) stating they accept the reclamation "as is" and they plan to continue development of said reservoir and will be re-disturbing some areas to install developed water storage reservoir operation facilities As mentioned in the Mining Plan, if the reservoir phase acreage is not released from the DRMS permit, and the landowner constructs developed water storage facilities that are not in this reclamation plan, then L.G. Everist will file a Technical Revision to incorporate the changes . RECLAMATION PLAN FOR BACKFILL AREAS This section covers reclamation on the developed water storage reservoirs in Phase 1A, 2A, 4A, 4B, AND 5A. The 5 areas have commercial deposits of gravel but are too small or too shallow to develop as water storage reservoirs . It was also determined that with the amount of overburden on the reservoir areas, there is not a large enough demand to sell all the overburden that will be stripped. The mining plan calls for leaving the side slopes of these areas graded 3h to 1v when mining ends to leave a stable slope during backfilling and so they would not have to be graded if backfilling does not fill them completely. They will then be backfilled using the excess overburden from the initial stripping of a phase and the fines generated during processing of the raw sand and gravel . At any given time, backfilling may be taking place on 2 or more Phases as shown on the MAP EXHIBIT C-1 -MINING PLAN MAP. The intent is to fill Phase 1A, 2A and 4B to their existing elevations . Phases 4A and 5A may be filled above the original grade in some areas to dispose of excess overburden. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 17 EXHIBIT E RECLAMATION PLAN(coNT) Estimates show that it is possible to complete the backfilling in these Phases as shown on MAP EXHIBIT F-RECLAMATION PLAN MAP -OPTION A and OPTION B if the amount of overburden is present . At a minimum, each backfilled Phase will be backfilled to a level at least 2 feet above the highest ground water elevations if there is not sufficient material to bring them back to their original elevation. Once backfilling is complete in a Phase, an average of 6-12 inches of topsoil will be spread over the disturbed area and it will be seeded as cropland during the next planting season. Optional Reclamation Plans Note that all changes connected with the following optional plans will take place within the permitted boundaries, therefore not affecting (increasing) the overall acreage of the permitted area and guaranteeing the allowed use of the Technical Revision process for these changes . RESERVOIR AREAS We are submitting two options for a final configuration of the reservoir areas . These are based on the current and future status of various oil/gas facilities located in the permit area. Option A - The reservoir configurations for Option A are show on the large map on MAP EXHIBIT F-RECLAMATION PLAN MAP -OPTION A and the areas are shown on the Reclamation timetable for Option A. Option B - The reservoir configurations under Option B are shown on MAP EXHIBIT F -RECLAMATION PLAN MAP -OPTION B and the areas are shown on the Reclamation timetable for Option B . In general, the optional changes in Option B could be caused by oil and gas facility changes, other utility and ROW changes, and changes by the landowner. Changes by the landowners could include their construction of developed water storage facilities prior to acreage release in a reservoir phase, or transforming a backfill phase into a wetland area, for wetland banking by the landowner. If any options of Option B are chosen, L.G. Everist will submit a Technical Revision to incorporate the changes . The methods used to reclaim the reservoirs will be the same for both options as previously discussed. The difference may be an increase/decrease in the volume of developed water storage and an increase/decrease in the amount of revegetation necessary. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 18 EXHIBIT E RECLAMATION PLAN(coNT) We do not know when Mining Option B or Reclamation Option B or some part (s) of either or both will be implemented, but we are including these optional plans to increase the flexibility of this permit and account for inevitable changes when mining the site . As mentioned previously, whenever any part (s) of the Option B plans become feasible, we will file a Technical Revision (s) to the Division to provide revised Mining and/or Reclamation Map (s) that will show the changes . The Technical Revision (s) will discuss any changes needed to implement the optional changes, including a discussion on changes in disturbed areas, slurry wall lengths and revegetated areas . GENERAL DISCUSSION There are sufficient amounts of topsoil on the site so the mined areas can be resoiled to an average depth of 6-12 inches . Sufficient topsoil will be saved for use in reclamation. The available topsoil to be salvaged from the stripping process will preclude having to haul additional soils onto the site for revegetation. The existing soils on the property have been capable of producing healthy crops and grasses and are expected to work for use on mined areas that will be revegetated. The vegetation information was obtained from site visits and data provided in the vegetation information obtained from the NRCS soil survey web page . A copy if that report is in EXHIBITIANDJ AND J and describes the current soils and vegetation on the properties . As outlined in the ExHIBITD-MININGPLAN, approximately 508 acres ± of the permitted area will be disturbed as a result of mining activities . The plan calls for initially bonding to have 180 . 00 acres ± disturbed at any-one-time and the disturbed area may be divided between as many as two (2) Reservoir Phases and 2-3 Backfill l l Phases as shown on the MAP EXHIBIT C-1 -MINING PLAN MAP. As mining progresses across the property some parts of the property will remain undisturbed while other areas will be either, stripped, mined, partially reclaimed or totally reclaimed. The MAP EXHIBIT C-1 -MINING PLAN MAP shows how the pit will look when approximately 30% is mined and partially reclaimed. The MAP EXHIBIT F-RECLAMATION PLAN MAP-OPTION A and OPTION B show how the area will look when reclamation is complete . The area will be returned to at least its present vegetative condition when reclamation is complete . Careful analysis of the growth medium and salvageable soil will permit the operator to carry out a soil additive program and to monitor the prescribed seeding plan to determine if the plan L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 19 EXHIBIT E RECLAMATION PLAN(cow) requires revision. Under normal weather conditions, an adequate moisture reserve will be present for establishment of the proposed seed mixture . Irrigation is planned for the crop areas on the backfilled Phases, but will not be used for the reservoir perimeters . No revegetation will take place on undisturbed areas, roads or oil/gas operations access roads or facilities . The reclamation timetables show the types and amount of land use in each Phase when reclamation is complete . Approximately 14% of the area in the permit will not be disturbed by mining, either because it is setbacks around well facilities, gaslines ROW' s, along the ditches and areas too small to mine that will be kept in their natural state . REVEGETATION PROGRAM The revegetation program to be implemented on the areas to be seeded with grass by L.G. Everist is detailed below. The topsoiling plan presented above and this revegetation program are devised after careful review of the existing soil conditions and present vegetation, both on the site and in the NRCS report . "Revegetation will be carried out in such a way so as to establish a diverse, effective and long-lasting vegetative cover that is capable of self-regeneration without continued dependence on irrigation, soil amendments or fertilizers . " The plan is designed to create a vegetative cover around the reservoirs that is at least equal in extent to the cover of natural vegetation before mining. The use of species native to the area are included. Since the intended use of the reclaimed land along the reservoirs is rangeland, any slopes created will be commensurate with this final land use . Seed will be drilled wherever possible, when drilling is not possible, the seed will be broadcast . The revegetation plan provides for the greatest probability of success in plant establishment and vegetative development by considering environmental factors such as seasonal patterns of precipitation, temperatures and wind. Other considerations, such as soil texture, fertility, slope stability and the direction in which slopes face, have been considered. A weed control plan is included in this plan. Graveled maintenance roads will be built around each reservoir and around each gas/oil well where no seeding or resoiling will take place . This will provide room around each well or reservoir to service it as needed by the well or L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 20 EXHIBIT E RECLAMATION PLAN(coNT) reservoir owners . The access roads are shown on the MAP EXHIBITF- RECLAMATION PLAN MAP-OPTION A and OPTION B. SEEDBED PREPARATION When mining on an area is complete or there is room to begin reclamation, any compacted areas will be ripped and scarified to created a deeper root zone under the resoiled areas . Once this is complete, the stockpiled soils will be spread. If tests show a fertilizer is needed, it will be broadcast spread on the seedbed at an adequate rate suggested by NRCS or a seeding/revegetation contractor. On the areas where seed is broadcast, the surface will be left fairly rough to trap the seed and keep it from being affected by wind. SEEDING TIME The grass seed mixture will be planted from early fall through spring (November through May) . The time of planting will be controlled by when the resoiled areas are ready for planting. If fall planting is convenient, the seeding will be done before the first freeze (about the time Winterwheat is planted) . If spring planting is called for, it will be done in March or April, weather permitting, after the last frost . Both periods assure there will be adequate residual ground moisture available for the newly planted seeds . For areas that will be planted with crops, the crops planted will be determined by the Landowners or farmers who handle crop planting now. GRASSES The following seed mix was developed by the NRCS office in Brighton many years ago and is used on all L.G. Everist mining operations in Weld County. It has proven to be very reliable . This mix will place approximately 41 . 2 seeds per pound per sq-ft as prescribed by the NRCS planting guidelines . If the seed is broadcast, the amount will be doubled and spread on a rough surface . The seeded areas will then be dragged or raked thoroughly to set the seed. Under normal conditions, the operator will strive for a 30 to 40 percent cover rate on the grass revegetated areas when reclamation is complete . No trees will be planted, because they are not compatible with reservoir development as their root systems affect the liners . It is expected some natural invasion from adjoining areas will occur. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 21 EXHIBIT E RECLAMATION PLAN(coNT) PROPOSED SEED MIX Species Lbs. PLS/Acre Western Wheatgrass (Aribba) 5.0 Big Bluestem (Champ) 2.5 Blue Grama (Hachita) 0.6 Switchgrass (Blackwell) 1.75 Total 9.85 It has been our experience on other operations, that the seeded area will have a heavy cover of weeds after the first year. The second year, there are fewer weeds as the grasses start to take hold. By the third year the weeds are mostly gone and the grass has established itself so it will grow in future years . These weeds also tend to shade the seedbed, retain snow in the winter and act as a wind break for the newly emerging grasses . The area will then be monitored for success of revegetation until it is released from the permit area by the Mined Land Reclamation Board. WEED CONTROL The revegetated areas will be monitored closely each spring for the first two years to determine if noxious weeds are invading the area . L .G. Everist, Inc . will implement a weed monitoring and control plan that covers the areas actively used by their operations . Weed control on the agricultural use areas will be the responsibility of the landowner or farmer using the land. Weed control in the mining and reclamation areas will be initiated if the problem becomes serious or if an excessive weed cover is still present at the end of the second year. In no way should this be taken to mean that L.G. Everist will try to eradicate all the weeds from the site . Some weeds are beneficial to the upland game species in the area, they provide important protection from the elements during winter, and nesting sites during the spring. Total eradication of weeds from the site is not necessarily desirable or possible, so we will be using stronger controls on the noxious weeds and controlling the rest as needed. Weed control may be done through mowing or chemical means . Control of noxious weeds is important to the state, so we will follow USDA Extension Service recommendations to control them. Our Weed Control Plan is included in the APPENDIX. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 22 EXHIBIT E RECLAMATION PLAN(coNT) IRRIGATION No irrigation is planned for the revegetated area around the reservoirs . It makes the vegetation dependent on water and does not promote a vegetation cover that is diverse and capable of self regeneration. On cropland area irrigation may be used by the landowners . RECLAMATION PERFORMANCE STANDARDS (The following information is presented to address specific parts or Rule 3 as required by the MLRB Rules and Regulations. ) The operator intends to mine the property in compliance with the Reclamation Performance Standards of Rule 3 . Grading will be done to create a final topography that is compatible with the intended final land use . The slope in the developed water storage reservoirs will be mined to their final slopes . These slopes will be 3 : 1 and on the backfilled areas we will attempt to retain the present drainage pattern across the property. A mine entrance sign that conforms to the requirements in Rule 3 . 1 . 12 (1996) will be installed at the entrance to this facility prior to commencement of mining. The material used to create the slopes will be native material found on the site . It will consist of sand, gravel, overburden and topsoil . The Phases will be reclaimed so that a suitable grade for drainage exists . All surface runoff will be directed into the excavated area or natural existing drainages around the site . All grading will be done in a manner to control erosion and to protect areas outside the affected lands . All backfilling and grading will be completed as soon as feasible after mining is completed. All refuse will be hauled away or disposed of in a manner that will control unsightliness and protect drainage systems from pollution. There are no acid-forming or toxic materials inherent in the sand and gravel deposit . If petroleum products are stored at the site for mining equipment and operations, they will be stored as prescribed by applicable laws . Any storage tanks will be surrounded by a berm or be of the latest construction, adequate to contain any fluid spilled, should a tank rupture . In addition, there is adequate absorbent materials on site to contain any spills that would occur. There are no drill or auger holes on the land. Maximum slopes will be within the limits set forth in the Rules and Regulations of the Board and will be capable of being traversed by machinery. The L.G.Everist,Inc. Ragsdale Reservoirs 23 May 5,2020 EXHIBIT E RECLAMATION PLAN(cow) operator does not expect prevailing hydrologic conditions to be disturbed. L.G. Everist will comply with applicable Colorado water laws and regulations (as the operator understands them) which govern existing water rights . The operator does not expect to adversely affect the prevailing hydrologic balance of the affected land and surrounding areas . Nor does the operator expect to affect the quality of water in surface and ground-water systems both during and after the mining operation and during reclamation. In addition, the operator shall comply with applicable Federal and Colorado water quality laws and regulations . Any water used in the mining operation and the processing plants will come from water owned or leased by L.G. Everist and legally suitable for use in mining operations . EXHIBIT G-WATER INFORMATION contains specific information concerning impacts and uses of water at this mining operation. No dredging takes place at this facility, there are no temporary siltation structures involved in this operation and no mining will be done in a river or waters of the United States . A U. S . Army Corps of Engineers Permit is not required for this operation because no jurisdictional wetlands will be disturbed by mining or other activities on the site . Settling ponds will be constructed on the site to collect water from the material washing at the processing plant (s) . The fines in the wash-water settle out in the ponds and the water is then recirculated to be used again in the processing plant . Groundwater collected from dewatering trenches may be discharged from the site, after any natural fines have settled out . . The discharged groundwater quantities shall be measured and sampled as per the requirements under a CDPS - Sand and Gravel Mining Process Water and Stormwater Combined Permit . There will be no earthen dams on the mined area . The mining and reclamation plans have taken existing wildlife conditions into consideration. The final reclamation will enhance the area for wildlife use . The mining and reclamation plans allow for the safety and protection of wildlife remaining on the mine site, at the processing site and along all access roads to the site . In practice this is done by limiting the amount of disturbance, restricting truck and equipment speeds to 15 mph or less and doing concurrent reclamation. Mine employees are trained to deal with wildlife found on the mine during operating hours to avoiding harming them. See EXHIBITH- WILDLIFE for more information. L.G.Everist,Inc. Ragsdale Reservoirs 24 May 5,2020 EXHIBIT E RECLAMATION PLAN(coNr) As mentioned previously, topsoil in the property is of good quality, so it should be a decent growth medium for reclamation. When topsoil is removed, to reach the sand and gravel deposit, it will be segregated and stored in graded stockpiles, generally located in areas where disturbances by ongoing mining operations will be at a minimum, i .e . , along setbacks on the pit perimeter. If the topsoil (and overburden) stockpiles remain undisturbed for more than a year, the approved seed mix will be applied to prevent erosion, to control weeds, and to keep them viable for reclamation. Fertilizer and other soil amendments may be used as discussed in this plan. RECLAMATION TIMETABLE Reclamation will begin once enough area has been opened so that any reclamation completed will not be disturbed as mining progresses . This may take 5 or more years depending on the economic conditions in the area and the amount of material mined. The operator anticipates approximately 80% of the total mined land will be reclaimed by the time mining is completed. If revegetation problems occur before release, an analysis of the problem area will be done and the area will be revegetated again as necessary. The seed mixture and rates may be revised as needed to complete reclamation, if a substantial modification is required, the Division will be notified prior to making the change . This gives us the most flexibility to complete reclamation successfully. L.G.Everist,Inc. Ragsdale Reservoirs 25 May 5,2020 EXHIBIT E RECLAMATION PLAN(coNT) Table E-1:Reclamation Phases-Option A ACRES ± MISC (DITCHES Area Years TOTAL WATER REVEGE- ROAD AREA TATION UNDISTURB ED AREAS, ETC• ) Phase 1A 5 to 14 29 .47 0 . 00 22 . 87 0 . 00 6 . 60 Phase 1 3 to 5 80 . 51 64 . 31 8 . 03 1 .65 6 . 51 Phase 2A 3 to 8 25 . 38 0 . 00 15 . 08 0 . 00 10 .30 Phase 2 3 to 5 156 . 10 15 .22 15 .22 4 . 18 21 .33 Phase 3 3 to 5 73 . 98 59 . 04 5 . 00 2 . 12 7. 82 Phase 4A 3 to 10 40 . 12 0 . 00 32 . 81 0 . 00 6 . 97 Phase 4B 3 to 10 26 .50 0 . 00 19 .53 0 . 00 7 .31 Phase 4 3 to 5 58 . 97 43 .38 10 . 70 2 . 56 2 .32 Phase 5A 3 to 10 8 .35 0 . 00 3 .31 0 . 00 5 . 04 Phase 5 3 to 5 49 . 20 25 .42 7 . 98 3 .23 12 .58 Phase 6 3 to 5 94 . 72 75 . 84 12 . 14 3 .39 3 .34 Totals 643 . 30 283 .21 152 . 67 17 . 14 90 . 12 Table E-1:Reclamation Phases-Option B ACRES ± MIsC. (DITCHES Area Years WATER REVEGE TOTAL ROAD UNDISTUR AREA TATION BED AREAS, Phase 1A 5 to 14 29 .47 0 . 00 22 . 87 0 . 00 6 . 60 Phase 1 3 to 5 80 . 51 64 . 31 8 . 03 1 .65 6 .51 Phase 2A 3 to 8 25 . 38 0 . 00 15 . 08 0 . 00 10 .30 Phase 2 3 to 5 156 .10 119 .38 12 . 39 2 .99 21 .33 Phase 3 3 to 5 73 . 98 59 . 04 5 . 00 2 . 12 7 . 82 Phase 4A 3 to 10 40 . 12 0 . 00 32 . 81 0 . 00 7 .31 Phase 4B 3 to 10 26 .50 0 . 00 19 . 53 0 . 00 6 . 97 Phase 4 3 to 5 58 . 97 43 . 38 10 . 70 2 .56 2 .32 Phase 5A 3 to 10 8 . 35 0 . 00 3 . 31 0 . 00 5 . 04 Phase 5 3 to 5 49 . 20 28 . 13 5 . 70 2 . 79 12 . 58 Phase 6 3 to 5 94 . 72 77 . 94 9 . 76 3 . 68 3 . 34 Totals 643 . 30 392 . 19 145 . 18 15 . 79 90 . 12 L.G.Everist,Inc. Ragsdale Reservoirs 26 May 5,2020 EXHIBIT G WATER INFORMATION (revised 5/5/20) Introduction The site is located about 3 . 5 miles north of Fort Lupton, Colorado . Please refer to EXHIBIT B-VICINITY MAP for the property configuration and the relationships to surrounding geological features . The site is bordered on the north by Weld County Road 22 . 5 and on the south by Weld County Road 20, on the west by the South Platte River and on the east by the neighboring agricultural properties . There are two (2) ditches that cross the property from north to Platte Valley Canal and a landowner- owned irrigation return flow ditch (noted as the Cannon Return Flow Ditch on the permit maps) . There is one (1) ditch that crosses the property from north to south in the eastern area - the Platteville Ditch. None of these ditches will be disturbed by mining. In addition, the western and eastern areas of the mine are divided by a Transportation Corridor which contains U. S . Highway 85 and the Union Pacific Rail Road tracks . This transportation corridor will not be mined.Based on regional groundwater studies and the experience gained by L.G. Everist, Inc . during numerous previous permit applications they have found that slurry wall liners mitigate any impacts to groundwater on nearby areas surrounding a lined reservoir. Additionally, the ditches, river and streams lying across or around the site will limit groundwater mounding or shadowing. If any significant groundwater changes do occur, they can be mitigated as discussed below. Mitigation Trigger Starting in October 2019, L.G. Everist, Inc . began to collect groundwater elevations from newly installed monitoring wells on and around the mine area to establish historic ground water elevations around and on the site . A 2-year period from October 2019 to September 2021 will be used as the baseline for triggering mitigation actions . Mining will start in Phase 1-A, which is the first unlined area. The depth to ground water in this Phase - according to the data collected - is an average of 17 . 5 feet below the surface, so shallow mining work can be done without exposing groundwater. This will give time to collect the 5 quarters of data before any potential impacts could occur to adjoining wells The baseline data needed for the areas will be in place before installation of the slurry walls begins . There are outside influences not caused by any mining operations of L.G. Everist, Inc . These outside influences that have been acting on the groundwater levels will continue to L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 27 Exhibit G Water Information (cont) influence the groundwater levels and impact the baseline range and trigger point . The natural groundwater depths vary from 3 . 5 to 8 . 8 feet below the surface in Phases 1 and 2 when they were measured in March-2019 . The seasonal operation of the unlined irrigation return flow ditch that crosses the permit area on the west will affect groundwater levels and could help with any mitigation needs in the Phases west of the highway. Between the Platteville Ditch and the Railroad in Phases 4 , 5, & 6, the groundwater depth varies from 3 to 24 feet below the surface, when measured in March-2019 . Groundwater depths can vary significantly through seasons and years, depending on many influences, including, climate, precipitation, irrigation, other pumping rights, and much more . L.G. Everist, Inc' s . experience on other mines in the South Platte River valley indicates that groundwater levels can fluctuate as much as 7+ feet depending on the season. In a normal mitigation trigger plan, the trigger limits would be set at 3 foot change plus or minus change over a 3-month average . Realistically, in this case the trigger number should be based on a 3-foot change determined by a line that approximates a up or downward trend of the water table and considers outside impacts such as, drought, adjoining mining activities, storm events or decreased irrigation activities . At the current time, there is no mounding mitigation plan for when the water table increases . We do not expect this to be a problem where the slurry walls are in close proximity to a flowing water body like the ditches, return flow ditch and the South Platte River. Mounding would be controlled by those water surfaces and it would only affect Cannon Land Company areas around the reservoirs . On the east side of the Platte Valley Canal , the ground-water table averages 11 feet deep and there are enough unlined areas crossing thru the lined reservoirs to allow for some increase without impacting surface features . In the eastern area groundwater averages 12 feet below the surface, there are numerous, gaslines and road corridors that would allow ground water to bypass the lined areas . The mining operation will have minimal effect on the South Platte River in the form of minor groundwater depletions due to evaporation and water uses associated with mining. The depletions to the South Platte will be mitigated thru a temporary Substitute Water Supply Plan (as required and approved by the Division of Water Resources) to prevent injury to the vested senior water rights . The reclamation plan proposes the creation of 8 (or fewer) slurry wall lined reservoirs that will not be hydraulically L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 28 Exhibit G Water Information (cont) connected to the South Platte River or any alluvial aquifer. The Mining Plan includes four (4) unlined pits that will be backfilled with excess overburden and wash fines from the sand and gravel processing plant . The reservoir phases will be sealed prior to mining, thereby eliminating the groundwater drawdown which is typically associated with mine site dewatering. This will also eliminate or minimize the possibility of any adverse impacts to nearby alluvial wells . If during the course of mining or reclamation complaints from a well owner are received by the permittee, the permittee will commence an evaluation and investigation, including providing replacement water to the well owner if necessary, within 48 hours . DRMS shall be notified within two business days of the complaint and the proposed initial steps for the evaluation of the complaint . A written report will be submitted to DRMS within 30 days detailing the information collected during the investigation of the complaint, and proposed mitigation activity, if required . Potential Water Resource Impacts Ground Water Wells We expect this mining operation will have no or minimal impacts on the prevailing hydrologic balance . Sand and gravel mining related impacts to groundwater wells near the pit will be mitigated through the installation of slurry walls around the perimeter of new reservoir mining phases prior to the start of dewatering in each reservoir phase (see EXHIBIT D - MINING PLAN) . TABLE G-1 is a list of 16 wells from the Office of the State Engineer' s files, and whose permit locations are within 200 feet of the permit area . (Note : Well permit locations are not always accurate, especially for older wells . ) The wells highlighted in blue are outside the permit area (which is owned by Cannon Land Company) . Cannon owns 12 wells . Of the 4 highlighted wells not owned by Cannon, one (1) well is a deep well (highlighted dark blue) and three (3) wells are shallow wells drawing water from the surface aquifer (highlighted light blue or green) . The green highlighted well is the only surface residential and the light blue are irrigation wells . Prior to exposing groundwater or installing a slurry wall liner in any Phase, a well survey will be performed on any wells within 200 feet of that Phase not owned by Cannon Land Company. The only well that will not be tested will be the Pacheco well, because it is in excess of 600 feet deep and will not be affected by potential surface impacts due to mining. L.G. Everist will attempt to obtain for each well to be tested the following data, L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 29 Exhibit G Water Information (cont) in addition to whatever basic well construction data is currently available : • Total well depth • Depth to static water level, • Depth of pump intake • Conduct pump test to determine well yield (subject to SEO Regulations) • Conduct analytical sampling of all Domestic Drinking Water parameters for any residential wells . All data collection will be completed at L.G. Everist' s expense . Data will be provided to DRMS and the well owner upon their request . If a well owner chooses not to allow the permittee access to collect the above data, they will be provided with a form that" they can sign and date to document that they have been provided with an opportunity to have their well characterized at the permittee' s expense, but have chosen to decline to participate . L.G. Everist, Inc . has installed 14 piezometers (a.k. a . Monitoring Wells) around the mine . Their locations are shown on the maps and on MAP EXHIBIT G-1 WELL MAP. L.G. Everist started data collection in October 2019 and will do monthly readings throughout the life of the mine . We will provide a summary of the data yearly with the Annual Report . Post Reclamation Any slight groundwater mounding and shadowing associated with the slurry wall sealed portions of the pit are not anticipated to produce any adverse impacts to adjacent properties . Potential groundwater mounding in the western parcel will be mitigated by the South Platte River, the Platte Valley Canal, and the irrigation return flow ditch; and on the eastern areas by the Platteville Ditch. These existing water features will serve to regulate and balance groundwater elevations in the alluvium adjacent to the sealed pits . The backfilling in Phases 4A, 4B and 5A is not anticipated to produce any adverse impacts to adjacent properties, since the phases are surrounded by unlined areas that will carry ground water around the backfill . The operator does not anticipate any long-term post- reclamation ground water depletions, but if there are any, they would be replaced through a Colorado Water Court approved Plan of Augmentation. L.G. Everist, Inc . has entered into a contract to mine the gravel and construct the developed water storage reservoirs with L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 30 Exhibit G Water Information (cont) Cannon Land Company. As water storage reservoirs are completed, they will be turned over to Cannon for further development into developed water storage reservoirs . L.G. Everist will submit Technical Revisions to the DRMS if Cannon makes changes prior to L.G. Everist receiving final reclamation approval and acreage releases from the Division. Discharge Permits Surface Water Management When necessary, ground water will be pumped and discharged from the Ragsdale Reservoirs mine under a CDPS Permit which the operator will obtain from the Colorado Department of Public Health and Environment, Water Quality Control Division (CDPHE- WQCD) . This permit will remain active during the life of the mine . The discharge points may change as mining progresses and all necessary changes will be submitted to the WQCD for modifications to the discharge points . Runoff from disturbed areas will be managed and controlled to protect against pollution, of either surface or groundwater through the implementation best management practices which include sloping disturbed areas inward toward the site, vegetating berms and other disturbed areas, and other site- specific controls as needed. Estimated Consumptive Water Use The annual consumptive uses of water for the Ragsdale Reservoirs mine are estimated to be : VOLUME USES Acre-feet 4% Moisture Loss in Materials (1 . 7 Million tons) 50 . 05 Dust Control 3 . 00 Water Surface Evaporation 23 . 80 (10 ac) Total Consumption (Augmented) 76 . 85 Substitute Water Supply Plan Ground water depletions associated with L.G. Everist' s Ragsdale Reservoirs operation will be covered under a substitute water supply plan (SWSP) pursuant to C.R. S . 37-90-137, approved by the State Engineer' s Office (SEO) for replacement of the ground water depletions due to mining. This plan will be updated and renewed every 2 years . L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 31 Exhibit G Water Information(cont) The Applicant will maintain a SWSP throughout the life of the mine . After completion and reclamation of all lined reservoirs there will be no long-term evaporative depletions . However, if any unlined open surface water areas remain at the end of reclamation, then a court approved augmentation plan will be applied for before reclamation is complete . 100-Year Floodplain Portions of the Ragsdale Reservoirs mine are located within the 100-year floodplain of the South Platte River. The applicant will obtain a Flood Hazard development Permit from Weld County as needed. The location of the 100-year flood line on the affected lands was transferred from FIRM Panel 081123C1915E to all maps . L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 32 EXHIBIT G WATER INFORMATION ( CONT) TABLE G -1 WATER WELLS WITHIN 200 FEET ( revised 4/23/20 ) Perforated Static Permit Construction Last Pump Completed Perforated Casing Pump water Number Contact Name Permit Status Section, Q40 O160 _ Latitude Longitude 4 Permit Category Permit Issued Date Install Date Use(s) Well Depth Casing Top Bottom Test Yield level Notes CANNON LAND (SAKATA BOB 35018- Well Constructed 8 NW SW 40. 14605 -104.8083 Residential 8/20/1970 8/19/1968 Domestic, Stock 58 44 56 FARMS) 5862-F-R CANNON WATER LLP Well Constructed 8 SW SW 40. 14522 -104.8086 General Purpose 5/1/1972 8/2/1972 5/18/1972 Irrigation 60 36 50 1300 5998-R SAKATA (ZAISS INVESTMENT Well Constructed 8 SE NW 40.15427 -104.8035 General Purpose 7/11/1958 7/6/1955 Irrigation 58 28 58 1300 10 no electric meter 1 10811-F-R CANNON WATER LLP Well Constructed 17 SE NW 40. 13811 - 104.8032 General Purpose 10/29/1968 11/27/1968 Irrigation 55 21 55 71171- PACHECO RONALD A & KRISTI Well Constructer; 17 NW NE 1 40.14449 -104.8002 Residential 9/4/1973 10/2/1993 ,,;x/2/1993 Domestic 600 542 591 12 Deep well 11328- CANNON LAND CO Well Constructed 18 SE SE 40. 13787 -104.8204 Residential 4/30/1962 Stock 32 16380-R-R CANNON WATER LLP Well Constructed 18 SW SE 40. 13158 -104.8201 General Purpose 4/5/1974 5/25/1974 6/20/1974 Irrigation 3R 1f1 38 9. 50 _ 16382-R CANNON WATER LLP Well Constructed 18 SE SE 40. 13394 -104.8107 General Purpose 12/29/1961 Irrigation 56 25007-F-R MCPEEK, SHAUN A (KELLY) Permit Issued 18 NE NE 40.14329 -104.8147 General Purpose 8/13/1980 4/15/1914 Irrigation 55 32 52 1000 12 2 48356- CANNON LAND (IONS LAND Well Constructed 18 NE NE 40. 13787 -104.8204 Residential 10/19/1971 Domestic 46 CATTLE CO) 707-WCB CANNON, BROWN W Well Constructed 18 SE 40. 13428 -104.8155 Colorado Water 3/28/1955 Irrigation 55 Conservation Board 78532- CANNON LAND CO Well Constructed 18 NE SE 40. 13686 -104.8122 Residential Domestic, Stock 9524-F CANNON WATER LLP Well Constructed 18 SE SE 40.13071 -104.8108 General Purpose 5/7/1965 5/22/1965 Irrigation 56 32 56 9723- CANNON LAND CO Well Constructed 18 SE SE 40. 13247 -104.8131 Residential 10/15/1961 Stock 55 10811-F CANNON LAND CO Well Constructed 19 NW NE 40. 12902 -104.8161 General Purpose 4/12/1966 Irrigation 39 153020- BANGERT/EVANS Well Constructed 19 NE NE 40.13052 -104.8112 Residential 11/30/1988 4/1/1952 Domestic 40 hand dug 3 REVISED 4/23/2u20 SOURCE COLORADO DIVISION OF WATER RESOURCES WELL LOOK UP & PHYSICAL INSPECTION 33 MAP EXHIBIT Gel (REVISED 4/ 27/ 20) SoCOLORADO ' S Decision Support Systems Map Viewer CWCB DWR Legend ‘.--,,,,:s, • Well Constructed ,, County LLS IN THIS AREA _ _, 1 It if v 4 r xx.d ' EXISTING MONITORING WELLS A.,,,,,„„...., *it ,„,.......,-,--r4NAr g„ ,, ,r,." CANNON (SAKATA BO ! . 6 ? 5 3 018 `C U j Y��1 1:k,...,- , Yi N • 0 CANNON 5862-F- R 7 9 PACHECO 71171 NNC N 48356 -9 ON t • \ t ‘I\ .. S I } 1.oGon -, , if II . , . . ` ter f CANNON 1081 -0 Li / 4kik , . ti s ANNON 707WCB * ~t . -. CANNON 16182R LI „some' - i, ,i , ..e. . \ANNON 9723 : F <i ;> Notes Met 1/4 ii 11% - ' 9524 `".� f O.'iliSs 1 x ER e • 02c i. -if ' t% * e hinrof ll '' t : 11F P i w • 4 , 000 0 2 ,000 4 , 000 Feet This cvuc t. 't is fa '7,9O,ms:to al J [xses jrk7 rn; , not nave beer) pre.‘lied (a a be &4ab k tog it3ga< J engineering a surve,nng purposes Users of This Infarrpahon shotM review of torsi, the primary rya arc: ittio 'Tka3tAln sources t!? ascertain The :1ST'4]1My a }tie 1-knrernabori 1 4 . 000 Date Prepared. 12413/2019 2:25:40 PM Kr o G) —o m 5c� MONITOR WELL NO MW_1 MW 2 MW 3 MW 4 aMW'_5 7 MW 6�. v MW_ 7 MW 8 MW 9 MW 10 MW 11 _ MW 12 ' MW 13 1— ,MW 14 ' O Cn NORTHING,FT 1,295,898 65 1,295,942 41 1,295,534 63 1,293,275 39 1,291,109 84 1,291,668 25 1,292,861 73 1,296 713 39 1 294 323 43 1,294,309 42 1 296 788 30 1 299,372 37 1 299,433 15 1298 160 70 * = EASTING,FT 3 193 257 54 3 192 033 57 3 189 747 26 3 189 910 84 3 192 292 95 3,193,454 29 3,193 446 12 3 194,014 82 3,194 377 76 3 195 616 77 3,195,447 13 3 196 042 42 3 193 591 30 3 193,833 97 W 5- ELEVATION (TOG),FT 4 863 200 4 850 189 4 849 642 4 853 853 4 859 84 4 873 22 4,869 74 4 862 885 4 868 270 4 869 580 4,865 884 4 862 42 4 856 35 4 859 34 a O CASING HEIGHT,FT 2 90 2 39 2 94 3 12 2 99 3 10 3 03 2 79 2 92 2 92 2 86 3 03 3 33 2 90 0)) ELEVATION(TOC),FT 4 866 104 4 852 581 4 852 581 4 856 975 4 862 83 4,876 32 4 872 77 4,865 675 4 871 189 4,872 499 4 868 745 4 865 45 4 859 68 4 862 24 0) 2019 11/6/2019 16 00 6 23 9 60 10 68 7 10 18 82 17 70 15 25 16 95 16 10 17 12 11 15 12 05 13 28 12/9/2019 16 94 6 98 9 40 10 53 8 30 19 80 18 66 15 95 18 03 17 60 18 05 10 80 12 08 13 00 V; 1/13/2020 ,' 18 33 -7 69 . 9 78 10 75 _ 8 64- 20 70 --19 86 17 35 19 45 18 90 19 17 =12 81 14 11 - 15 30 _' ,2/10/2020 - 18 65 7 76 _ 9 75 10 63 8 80 21 15 20 29 '18 05 20 00 19 78 20 13 _1.3 15 -- 15 00 : 16 15 ,e` E - .`_3/12/2020 ' 17 78 7 06 9 56 10 65 8 40 20 04 - 19 98 17 94 20 10 _ 20 55 20 80 12 30 v 15 22 16 10 4 ' - _ _ 2 ' "'�` - 020 s ac z I 74., C - A 1r - _ _ G) K 30 (U NCO O () N CL CD O (D O m v CD C') (D O 1 CA EXHIBIT I/J SOILS &VEGETATION SOILS INFORMATION The following information was obtained from site observations and the basic soils and vegetation information found thru the USDA' s National Soils information page and the Soil Survey of Weld County. The soils information was downloaded from the USDA site and is made part of this application. Soil units are shown on the USDA map, reproduced on the next page . The photo map shows the surrounding vegetation features and soil types . As explained earlier in EXHIBITD-MININGPLAN, the mine site is located about 3 . 5 miles north of Fort Lupton and is separated into a western and eastern area, because the land is separate by U. S . Highway 85 and the Union Pacific Railroad. The western border of the western area of the mine site parallels the South Platte River. The first two (2) mining Phases of the western area lie in the floodplain of the river, and the remaining western area lies east of the Platte Valley Canal . The entire eastern area of the mine site lies east of the UP Railroad, where there is a terrace deposit that is currently used as agricultural cropland. There are 11 soils types found on the mine site that will be disturbed by mining. Under laying the topsoil is a layer of overburden varying from 1 to 3 feet deep and a layer of gravelly sand that is 12 to 50+ feet thick. There is adequate topsoil to salvage, so an average of 6-12 inches will be replaced on all areas needing seeding for reclamation. The excess soils may be sold. ' The overburden will be used on-site to backfill areas that will not be developed as water storage areas . Some topsoil and overburden may be sold as fill material . L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 35 EXHIBIT J VEGETATION INFORMATION Introduction The permit area consists of mostly irrigated cropland so there is little native vegetation on the cultivated areas . Adjacent to the permit area along the South Platte River bottom, there are trees, brush and grasses . This area will not be disturbed as it is outside the Affected Lands/Permit area. The overall property appears to have had a long history of agricultural use as irrigated cropland. The attached tables are from the USDA soil survey report and show the typical vegetation types for different soils found within and adjacent to the mine . Uncultivated Lands 1 . Current cover percent is : 45 to 65% 2 . Topsoil depth on site averages : 0 to 12 inches 3 . Seeding dates recommended: October 15 to May 1 . 4 . Fertilizer, if needed: Phosphate @ 40 lb/ac and nitrogen @ 40 lb/ac. 5 . Seed mix to be used the grassed areas : Non-Irrigated grass seed recommendation Species Lbs. PLS/Acre Western Wheatgrass (Aribba) 5.0 Big Bluestem (Champ) 2.5 Blue Grama (Hachita) 0.6 Switchgrass (Blackwell) 1.75 Total 9.85 This seed mix and rates have been used successfully on many L.G. Everist, Inc . mining sites in Weld County, and was originally prepared by the Platte Valley NRCS office . The seed will be drilled where possible and doubled if broadcast . The non-cropland areas have no special or unique characteristics, and consist mostly of a weedy-grass covering. Cultivated Lands The backfilled area will be vegetated with a grass seed mix or may return to their former use as cropland. The exact types of crops are not known at this time but will most likely be corn, winter wheat, cattle feed or alfalfa . When backfilling is complete, and the areas are released from the DRMS permit, the landowners will determine what will be planted on these areas . Vegetation Information The following vegetation types were observed and mapped on the site . L.G.Everist,Inc. Ragsdale Reservoirs 70 May 5,2020 EXHIBIT J VEGETATION INFORMATION (cont) Non-Irrigated Cropland and/or Vacant Land - covers approximately 11 % (about 77 acres) . Most of the acreage east of the Platteville Ditch, north of CR22 and areas surrounding the irrigated fields is rangeland. Some wet soils are associated with the ditches or the irrigation return flow ditch on the western parcels . The vegetation consists of mostly grass, weeds, and some cactus . The plant community is 80 to 85 percent grasses and 5 to 15 percent cactus and weeds . Grass species makeup 85% to 90%, by weight, of the non-cropland vegetation found on the site . Irrigated cropland - covers about 76% (about 533 acres) . Historically, these areas have been used as irrigated fields in which corn, winterwheat, sorghum, or other cash crops have been grown. The landowner will continue to farm areas that are not being mined throughout the life of the mine . The landowners determine what crops will be grown year to year and they will be responsible for planting the backfilled areas when backfilling and topsoiling is complete . Oil& Gas operations areas - cover approximately 1% (over 6 acres) . These areas will not be disturbed by mining and have little or no vegetation of any value . It is mostly weeds with some sparse grass areas surrounding the roads and bare ground. These areas will not be resoiled or seeded. CountyRoadROWs. - this area covers approximately 0 . 5% (about 3 . 0 acres) . This area will not be disturbed by mining. Farming Facilities - these areas cover approximately 2% (about 15 acres) . They contain houses, barns, sheds, livestock pens, corrals, irrigation pumping areas and equipment parking/storage areas . Vegetation on these areas is usually very sparse and consists of weedy patches and grass . Water areas - these areas are within the banks of the Platte Valley Canal , the Platteville Ditch and the Cannon Return Flow Ditch. The water surface areas at this time cover approximately 1 % (about 10 Acres) . These areas will not be mined. L.G.Everist,Inc. Ragsdale Reservoirs 71 May 5,2020 EXHIBIT L RECLAMATION COSTS (revised 5/5/20) The following information is provided to evaluate the amount of bond needed when mining has reached a point where L.G. Everist, Inc . has approximately 180 acres disturbed in some form or another. Not all of the 180 acres will be disturbed as some areas may be reservoirs that await certification and final release and need no other work to reclaim them. The numbers presented for each item are based on what is estimated to be disturbed at the time when mining has impacted much of the areas in Phase 1, 1A, 2 , 2A and 3 . At this mine, it will not be necessary to import fill material to complete reclamation in Phases 1A and 2A, as discussed in the Mining Plan The RECLAMATION ACTIVITIES table below shows the various items needed to reclaim the western side of the permit area once full production is taking place in that area. Due to the nature of this operation, we feel that it represents the one single period during mining on the western Phases when it would be most expensive to bond the operation. In this scenario: Phase 1 is reclaimed and waiting release so little needs to be done to reclaim it . The only cost associated with this is a cost to reseed the above-water area if needed (8 . 00 ac) . Bonding for the slurry wall is not included because it has been certified. Phase 1A will be nearly two-thirds backfilled. Material to complete backfilling in this phase will be stockpiled on the south end of Phase lA and North end of Phase 3 to reduce the haul distance . There is 5 . 0 acres of backfilling left to a level that is 2 feet above the existing highwater elevation. No side sloping will be required, so 212 , 200 yards of fill material is needed for backfilling. Most of the backfilled area has been resoiled, leaving only 8 . 0 acres to soil (10, 800 yards) . No seeding is needed, as area will become cropland. Phase 2A would be one-third backfilled. Resoiling and finish grading is needed. There are 10 . 0 acres of backfilling left to a point that is 2 feet above the existing highwater elevation. No side sloping is required, so 387, 800 yards of fill material is needed for backfilling. No resoiling is completed so that is needed (20, 300 yards) . No seeding is needed, as area will become cropland. Adequate soil and overburden will be stored on the south side of Phase lA or the east side of this phase for use on this area. Phase 2 would be at a point when approximately 40% is mined, there are 30 acres stripped in front of the working face . The L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 80 EXHIBIT L RECLAMATION COSTS(CONT) vertical face will be approximately 2600 ft long and needs final cut/fill grading (5 . 65 cu-yds/lft) . Dewatering is calculated for the maximum pumping time - which would be just as mining ends on this phase, and leaving only the 'highwall to be graded. That would require dewatering 115 .4 acres to finish grading on the highwall and final side-sloping adjacent to the working face . All other slopes will be finished as mining progresses to limit the amount of final sloping needed. Resoiling and seeding would be required on 33 . 40 acres . The completed slurry wall is 8275 feet long at 43 feet deep . Bonding for the slurry wall is included because it has not been certified. Phase 3 is disturbed as it will be used as a processing and stockpiling area, potential drying pad for crusher fines, overburden storage, topsoil storage and equipment parking areas . Approximately 60 . 6 acres will be disturbed on this stage, and they will need to be resoiled (81, 475 yards) and graded. This area will be used for cropland, so no seeding would be done until the farmer puts it back into production. Estimated concrete foundations to remove for processing plant is 200 yds of concrete . The slurry wall is not installed since mining has not started in this Phase . Gi ailing Slpt n G tt fl flip seed cut/fill d a Concrete Seco'ndaiy kevegetate '4""1 -- and wall F t n . �a�kfill a tfewatericc� Nndisturbed Phase hed �a . +T�9 'i( nem saghng (AC.)1 (Ac. Shaping, i","e g� uy f Y s (AC.) (A ) �Ac.t T(ouiyS��} �� {Cu,yds} (Ac0zs 1A 0.00 5.00 0.00 8.00 0 0 212,000 0.00 0 0.00 6.60 1 0.00 0.00 0.00 0.00 0 0 0 0.00 0 8.03 6.51 2a 0.00 10.50 0.00 10.50 0 0 388,000 0.00 0 0.00 10.30 2 33.40 30.00 0.00 30.00 8,275 14,690 0 115.40 0 33.40 21.33 3 60.60 60.60 59.32 60.60 0 0 0 0.00 200 60.60 7.82 TOTALS 94.00 106.10 59.32 109.10 8,275 14,690 600,000 115.40 200 102.03 52.56 The calculations in this estimate are for bonding the slurry wall liner uses the estimated length of the slurry wall , in the effected Phases, times the average depth, which includes the bedrock key. The estimated unit cost is based on DRMS past bond calculation of $3 . 00/sq-ft with no reduction for construction. Dewatering costs are based on dewatering 115 . 37 acres, average depth 29 ft . For the slopes volumes, there would be 25 . 4 acres of 3 : 1 (368 . 3 ac-ft) , 2 .40 acres of near vertical (34 . 8 ac- ft) slopes, and the floor area of 87 . 6 acres (2, 795 ac-ft) . Total water volume to de-water in the Phase 2 lake area is 2 , 540 ac-ft (number is total depths plus half of slope areas times 29 ft . ) . The aquifer inflow (transmissivity) would be 72, 300 gal/day/sq-ft L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 81 EXHIBIT L RECLAMATION COSTS(CONT) according to our records . Total dewatering time includes 36 . 6 days to pump the lake, 5 . 8 days to build slopes and 0 . 35 days to pump recharge . The total pumping time is rounded to 43 . 0 days . The settling ponds areas can be filled to a level 2 foot over the ground water table, so no dewatering cost is included for Phases 1A and 2A. Phase 1 sloping below the water line is complete . The equipment used in the estimate is. Scraper teams - 2-Cat 627G scraper, D9R Dozer, 140H grader & water truck - Resoiling & backfilling Grader - Cat 140H - seedbed prep and ripping plant site Dozers - 2 - Cat D9R - cut/fill working face sloping Dewatering Pump data 3-600M (6000 gpm each) , 15" , 12"suction & discharge hoses - total (18, 000gpm) Seeding team - standard farm tractor and pull behind drill, and crimping disk attachment L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 82 EXHIBIT L RECLAMATION COSTS(CONT) Cost Breakdown 311Rn , 'hi@i11Inb*;f. Orma�''"'Jmiti":bl�k�i�i`M1UiA.e1-, 1/4..4_L,z�. 17tr.�5A�, 001 - Revegetation -94 . 00 acres @ $850 . 00/ac $79, 900 . 00 002 - Replace Topsoil - 106 . 10 ac 10 'deep $131, 656 . 78 *1 . 12 @ 82 .4 /yd 003 - Rip Plant site, drying pad and bone yard $5, 879 . 09 59 . 32 ac @ $99 . 11/ac 004 - Grade and shape 109 . 10 @ $93 . 71/ac. $10, 224 . 19 005 - Bond Construct slurry wall liner till $1, 067,475 . 00 certified Phase 2 (8275 lft) at 43 ft deep @ $3 . 00 sq-ft . 006 - Grade working face slope 2600 lft * $10, 771 . 95 5 . 65 cy/lft @ 63 . 7 /yd 007 - Partially Backfill Phases lA & 2A - $494, 445 .22 600, 000 cu-yd @ 82 .4c/yd 008- Mob/demob $6, 406 .48 010 - Dewatering proposed Reservoir in Phase 2 $15, 093 . 00 115 .40 ac - 43 days @ $351 . 00/day (3 pumps) 010 - Concrete demo from Plant 200 yds @ $1, 400 . 00 $7 . 00/yd 011 - Weed Control per year $5, 000 . 00 012 - Secondary seeding 102 . 03 ac * 25% @ $4, 993 . 75 $212 . 50/ac Total Direct costs $1, 833,245 .46 INDIRECT COSTS Liability insurance @ 2 . 02% $37, 031 . 56 Performance bond @ 1 . 05% $19, 249 . 08 Profit @ 10% $183, 324 . 55 Total Indirect costs $239, 605 . 19 ENGINEERING AND MANAGEMENT Reclamation Management @ 5% $103 . 642 . 53 Engineering @ 6% $124, 371 . 04 —414 a�;^wt 24' se407044 y, okP, RECOMMEND BOND BE SET AT $2,300,900.00 L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 83 EXHIBIT M OTHER PERMIT AND LICENSES 1 . An Air Pollution permit will be applied for prior to commencing mining at this site. 2 . A Weld County Use by Special Review permit and a Flood Plane Development permit will be necessary prior to operations commencing on the mine. 3 . This is an open pit operation where ground water will be exposed. An approved substitute water supply plan (SWSP) and if needed a well permit will be obtained prior to exposing groundwater 4 . A dredge fill permit (404) is not required at this time because waters of the U.S . will not be impacted 5 . A Storm Water Management Plan (SWMP) will be prepared for this mine. 6 . A CPDS permit to de-water the mine will be obtained prior to discharging water into waters of the State of Colorado. L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 84 SOURCE OF LEGAL RIGHT TO ENTER As required by Colorado Mined Land Reclamation Board, in the Mineral Rules and Regulations for the traction of Construction Materials, Rule 6.3.7—Exhibit N—Source of Legal Right-to-Enter•. Provide documentation ofthe legal right to enter to conduct mining and reclamation,for Owners of Record described in Rule 1.b.2(l)(eX0. This may include a copy of a lease, deed, abstract of title, a current tax receipt, or a signed statement by the Landowners} and acknowledged by a Notary Public stating flint the Operator/Applicant has legal right to enter to conducting mining and reclamation. STATE E OF COLORADO ) ss. AFFIDAVIT COUNTY OF WELD Kevin W. Schmidt, as President of Platte Valley Irrigation Co. being first duly sworn upon oath, deposes and says: 1. That the property and surface rights to the property known as PVIC are owned one hundred percent in fee simple, by the Platte Valley Irrigation Co. 2. That L.G. Everist, Incorporated, an Iowa Corporation, is empowered to access PVIC property and apply for and obtain any permits with the Colorado Mined Land Reclamation Board, federal, state, and local governments as necessary to mine, reclaim, and construct a water storage facility. 3. That L.G. Everist, Incorporated will not commence mining or reservoir construction on Platte Valley Irrigation Co. property until such time a surface use agreement can be executed by the parties. January 15, 2020 Kevin W. Schmidt, President Platte Valley Irrigation Co. SUBSCRIBED and sworn to before me this 15th, day of January, 2020 by Kevin W. Schmidt, as President, of Platte Valley Irrigation Company. Notary Public My commission expires ' 3AitAA ti A. S l i (r7otari air, 1rY �cni'_ E MY CI%, J JI i EXIRRES APRIL2, 9022 w EXHIBIT 0 OWNERS OF RECORD SURFACE AREA AND SUBSTANCE TO BE MINED Cannon Land Company Platte Valley Irrigation CO 3333 S Wadsworth Blvd, Ste D-208 3400 W 16th St Lakewood, Co 80227-5122 Greeley, CO 80634 6862 ADJOINING LANDOWNERS within 200 feet of permit area (3-12-2020) Cannon Land Co. Castle Pines North Metro 3333 S Wadsworth Blvd, Ste D-208 District Lakewood, CO 8022-75122 7404 Yorkshire Dr Castle Pines, CO 80108 9292 Shawn McPeak Estate Attn: Mr. Jaime McPeek, Executor Kunzman Family LLC 10584 County Road 31 10952 Us Highway 85 Fort Lupton, CO 80621 Fort Lupton, CO 80621 9602 Nelva M & Darrell L Bearson Yoshi and Suzu LLLP 9208 County Road 25 Po Box 508 Fort Lupton, CO 80621 9308 Brighton, CO 80601 0508 Kimberly F. Case Gerald N Calvin Living Trust 12877 County Road 18 Karen Herman-Calvin Living Trust Fort Lupton, CO 80621 8805 PO Box 429 Fort Lupton, CO 80621 0429 Platte Valley Irrigation CO Attn: David Hunt, Vice Pres . Bartez, LLC PO Box 336483 PO Box 888 Greeley, CO 80633-0609 Longmont, CO 80502-0888 Paulette J Evans Kristi & Ronald A Pacheco Michael D Bangert 13524 County Road 22 8713 Us Highway 85 Fort Lupton, CO 80621 9507 Fort Lupton, CO 80621 9309 Sandy & David Pechin Darrel McCrumb Living Trust & 13756 County Road 22 Carol L. Chavez Living Trust Fort Lupton, CO 80621 9507 13521 County Road 20 Fort Lupton, CO 80621 L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 87 EXHIBIT O OWNERS OF RECORD(CONT) ROW'S AND EASEMENTS ON OR WITHIN 2 0 0 FEET OF PERMIT LINE(3-12-2 0) Union Pacific Railroad DCP Operating Company LP 1400 Douglas St Attn: Lew Hagenlock Omaha, NB 68179 370 17th Street, Suite 2500 Denver, CO 80202 Colorado Department of Transportation - Region 4 Kerr - McGee/ 10601 W. 10th St . North American Resources Greeley, CO 80634 C/O Anadarko Energy Attn: Callie Fiddes Weld County Commissioners P O Box 173779 1150 O Street Denver, CO 80217-3779 P.O. Box 758 Greeley, CO 80631 KP Kauffman Attn: Ross Watzman Platte Valley Irrigation Company 1675 Broadway, Ste 2800 Att : David Hunt, Vice President Denver, CO 80202 PO Box 336483 Greeley, CO 80633 Sundance Energy ROW Attn: Catherine Aniello Farmers Reservoir and Irrigation CO 633 17th Street #1950 80 South 27the Ave. Denver, CO 80202 Brighton, CO 80601 Suncor Energy(USA) Pipeline Co. Platteville Irrigation & Milling CO Attn: Michael E Korenblat Att : Gary Herman 717 17th Street #2900 12994 County Road 28 Denver, CO 80202 Platteville, CO 80651 Saddle Butte Rockies Midstream LLC Century Link Denver Office c/o Brad Baker Attn: David Beach 1811 Auburn Ave 858 Main Avenue #301 Monroe, LA 71201 Durango, CO 81301 US Sprint DJ South Midstream, Inc Diane Browning C/O ARB Midstream LLC 6450 Sprint Parkway Attn: Todd Elton Mailstop KSOPHN0312 1600 Broadway Avenue #2400 Overland Park, KS 66251 Denver, CO 80202 Level 3 Communications, LLC Colorado Interstate Gas (CIG) Timothy D Kunkleman c/o Kinder Morgan, Inc. 931 14th Street Suite 1230 Attn: Will Brown, VP-Business MGMT Denver, CO 80202 2 N. Nevada Ave . Colorado Springs, Co 80903 United Power, Inc . Union Rural Electric Assoc Robert Broderick, General Manager 500 Cooperative Way Brighton, CO 80603 L.G.Everist,Inc. Ragsdale Reservoirs May 5,2020 88 EXHIBIT S PERMANENT AND MAN-MADE STRUCTURES (REVISED 5/05/2020) We are preparing Structure Agreements for the structures listed in this exhibit and expect to have them in the next 30 to 60 days . Copies of the completed agreements will be provided to Division when they are received. No mining will take place within 200 feet of any structure until an agreement is complete or a Geotechnical Stability analysis is prepared for any structure . This list represents the permanent man-made structures within 200 feet of or on the new permit area . Some offsite structures are within 200 feet of the permit area but not within 200 feet of an area to be mined. These structures are noted on the list with an * behind them. WITHIN 200 FEET OF PERMIT AREA (3-12-20) Surface owners Structures Cannon Land CO Fences, 3-bridges,powerlines 3333 S Wadsworth Blvd Ste D-208 N—House, 7-sheds,carport,barn, water well Lakewood, Co 80227 5122 Mid - House,Barn, Shed,water well Grain Elevator, 3 - silos, shed- S-House,barn, 9 sheds,water well Water lines,2-sprinkler pivots,diversion structures and pump houses& 9 water wells Shawn McPeak Estate 3 -barbed wire fences, irrigation well&pump house Attn: Mr. Jaime McPeek,Executor 10584 County Road 31 Fort Lupton, CO 80621 Paulette J&Evans House,2 sheds, Water well, fences Michael D Bangert 8713 Us Highway 85 Fort Lupton, CO 80621 9309 Castle Pines North Metro District barbed wire fences 7404 Yorkshire Dr Castle Pines, CO 80108 9292 Yoshi and Suzu LLLP House,2 Buildings, Fence, irrigation well &pump house Po Box 508 Brighton, CO 80601 0508 Gerald N Calvin Living Trust 3 -barbed wire fences Karen Herman-Calvin Living Trust Po Box 429 Fort Lupton, CO 80621 0429 Bartez, LLC barbed wire fence PO Box 888 Longmont, CO 80502-0888 Kristi &Ronald A Pacheco Well, house, barns, & fences L.G.Everist,Inc. Ragsdale Reservoirs 93 May 5,2020 Exhibit S Permanent and Man-made Structures (cont) 13524 County Road 22 Fort Lupton, CO 80621 9507 Rights of Way & Easements (3-12-20) Union Pacific Railroad railroad tracks, &communication lines 1400 Douglas St Omaha,NB 68179 Colorado Department of Transportation- HWY 85, ROW fence Region 4 10601 W. 10th St. Greeley, CO 80634 Weld County Commissioners County Roads 20,22,&22 .5 1150 O Street P.O. Box 758 Greeley, CO 80631 Platte Valley Irrigation Company Platte Valley Canal , gauge bldg&diversion structures Aft: David Hunt, Vice President PO Box 336483 Greeley, CO 80633 Platteville Irrigation&Milling CO Platteville Ditch-80'ROW, diversion structures Att: Gary Herman 12994 WCR 28 Platteville, CO 80651 Century Link 2-Underground communication lines c/o Brad Baker 1811 Auburn Ave Monroe, LA 71201 US Sprint Fiber Optic Line along RR Diane Browning 6450 Sprint Parkway Mailstop KSOPHN0312 Overland Park,KS 66251 Level 3 Communications,LLC Fiber Optic Line along RR Timothy D Kunkleman 931 14th Street Suite 1230 Denver, CO 80202 L.G.Everist,Inc. Ragsdale Reservoirs 94 May 5,2020 Exhibit S Permanent and Man-made Structures(cont) United Power, Inc. 3 - power lines Union Rural Electric Assoc Robert Broderick, General Manager 500 Cooperative Way Brighton, CO 80603 DCP Operating Company LP 1 gas line Attn: Lew Hagenlock 370 17th Street, Suite 2500 Denver, CO 80202 Kerr-McGee/North American 2 wells and 5-flow gaslines and 3-shut in well,2 tank Resources facilities C/O Anadarko Energy Encanna gasline to shutin well Attn: Callie Fiddes 2-Gas lines, surface facilities& 1 water line&surface P O Box 173779 facility Denver, CO 80217-3779 KP Kauffman 2 wells and flow gaslines and 1 shut in well,tank facility Attn: Ross Watzman 1675 Broadway, Ste 2800 Denver,CO 80202 Colorado Interstate Gas(CIG) 2 gaslines &surface facility c/o Kinder Morgan, Inc. Attn: Will Brown, VP-Business MGMT 2 N. Nevada,Ave. Colorado Springs,Co 80903 Suncor Energy(USA)Pipeline Co. 10" gasline in Trans corridor Attn: Michael E Korenblat 717 17th Street#2900 Denver, CO 80202 Saddle Butte Rockies Midstream LLC Noble energy gasline&surface facility Denver Office Attn: David Beach 858 Main Avenue#301 Durango, CO 81301 DJ South Midstream, Inc Oil line& Surface Facility C/O ARB Midstream LLC Attn: Todd Elton 1600 Broadway Avenue#2400 Denver, CO 80202 L.G.Everist,Inc. Ragsdale Reservoirs 95 May 5,2020 _. LG. g 4 ROCK 7321 E. 881sta AVENuc, Sum,200 ROcarc SOLID SINGE- 1876 HENDERSON, Coww na 80640 PHONE 303-287-9606 4 sx 303-289-1348 SANER _... ......... ROCK ........ .........,_..__.._...._....._........... ..........._.... ............ .............. .. .........__. ._....___..._._,. __..._.,....._.._ PERMITTEE / STRUCTURE OWNER AGREEMENT The CO Division of Reclamation, Mining and Safety(DRMS), abiding by the State of Colorado, Mined Land Reclamation (MLR) Law, requires the permit applicant/operator to agree to reimburse the owner of any permanent man-made structure(s)within 200 feet of the permitted mining area for damage done to the structure(s)as a result of the permitted operation. L.G. Everist, Inc. shall be operator of the Ragsdale Reservoirs(in Weld County, Colorado), a sand and gravel mine, which has a reclamation plan of developed water storage Cannon Land Company owns the following structure(s), which are located within 200 feet of the permitted area: Fences, 3-bridges, powerlines. North—House, 7-sheds, carport, barn, water well. Mid-House, barn, shed, water well, grain elevator, 3-silos, shed. South-House, barn, 9-sheds, water well, waterlines, 2-sprinkler pivots, diversion structures, pump houses, 9-water wells L.G. Everist, Inc. agrees to, and certifies this agreement as follows: The permittee, L.G. Everist, Inc., does hereby certify that the above-named Owner shall be compensated for any damage to the above-listed Structure(s), which is located within 200 feet of the permitted area, as a result of the mining operation known as Ragsdale Reservoirs. A signature by the Structure Owner and a notary seal in the spaces provided below shall satisfy the MLR law requirement. A copy of the signed notarized agreement shall be kept by L.G. Everist and the structure owner. NOTARY FOR PERMIT APPLICANT NOTARY FOR STRUCTURE OWNER ACKNOWLEDGED BY: ACKNOWLEDGED BY: Permittee: L.G. Everist, Inc. Owner(s): Cannon Land Company Mail Address: 7321 E 88th Ave., Suite 200, Mail Address: .?"31.5 S S W Ss,Fot2'r7 Henderson, CO 80640 5vt i-" —'2 a 8 tirlc.�.l4v 8a22 Contact: Lynn M. Shults, Regulatory Mgr. Contact: 94 en c-tc 303-286-2247 Signature: `..y 4/4- 44 63Signature: ------- -,--,��_ Date: ( '4.--"f/--—002(1) Date: 2-//3/ .o :2.0 STATE OF Colorado ) STATE OF Colorado ss ss COUNTY OF Adams ) COUNTY OF j 4 The foregoing was acknowledged before me this The foregoing was ackn wledged before me this . day of r,d.n ' r� �-'t1 , 2020, day of I i iodr#_ , O?8-11) ? by Lynn M. Shults as Regulatory Manager of L.G. by P tr!k 4i4 e rtt of ueAkiiIirh1 . Everist, Inc. Notary Public: I r" Notary Public. . 2 t My Commission Expires: 1 t i L My Commission Expires:Aj f 6 MARIELA DIAZ DENISE A MCNEELY NOTARY PUBLIC NOTARY PUBLIC STATE OF COLORADO STATE OF COLORADO NOTARY ID 20194020548 NOTARY ID 20034027350 MY COMMISSION EXPIRES MAY 30,2023 MY COMMISSION EXPIRES AUGUST 15,2023 CANNON-D R MS-St r u ct u re Lette r&Agreement-MERGE-Jan 202 0 t L C EVERIST, INC. 7321 E. 88-rH AVENUE, Sum.:200 ROCtt Soren SndCE 1876 HENDER.SON, COLORADO 80640 PHONE 303-287-9606 a FAx 303-289-1348 ROCK SAND PERMITTEE / STRUCTURE OWNER AGREEMENT The CO Division of Reclamation, Mining and Safety(DRMS), abiding by the State of Colorado, Mined Land Reclamation (MLR) Law, requires the permit applicant/operator to agree to reimburse the owner of any permanent man-made structure(s)within 200 feet of the permitted mining area for damage done to the structure(s)as a result of the permitted operation. L.G. Everist, Inc. shall be operator of the Ragsdale Reservoirs (in Weld County, Colorado), a sand and gravel mine, which has a reclamation plan of developed water storage Gerald N Calvin Living Trust and Karen Herman-Calvin Living Trust owns the following structure(s), which are located within 200 feet of the permitted area: 3-barbed wire fences, 2-water wells L.G. Everist, Inc. agrees to, and certifies this agreement as follows: The permittee, L.G. Everist, Inc., does hereby certify that the above-named Owner shall be compensated for any damage to the above-listed Structure(s), which is located within 200 feet of the permitted area, as a result of the mining operation known as Ragsdale Reservoirs. A signature by the Structure Owner and a notary seal in the spaces provided below shall satisfy the MLR law requirement. A copy of the signed notarized agreement shall be kept by L.G. Everist and the structure owner. NOTARY FOR PERMIT APPLICANT I NOTARY FOR STRUCTURE OWNER ACKNOWLEDGED BY: ACKNOWLEDGED BY: Permittee: L.G. Everist, Inc. Owner(s): Gerald N Calvin Living Trust and Karen Mail Address: 7321 E 88th Ave., Suite 200, Herman-Calvin Living Trust Henderson, CO 80640 Mail Address: p 0Z3 rs)L '12-9 Contact: Lynn M. Shults, Regulatory Mgr. Pr LV p-z„,), g'61474 303-286-2247 Contact: Signature: Art-tJAntittl+ Signatur . • Date: �.._' Date: 2/7`/4-D STATE OF Colorado ) STATE OF Colorado ) ss COUNTY OF Adams ) COUNTY OF 9,td ss ) W The foregoing was acknowledged before me this The foregoing was acknowledged before me this 2,(1 day of JAVrcd' v , 2020, 04 day of F f3 rz.u-4-121 , do, /j, by Lynn M. Shults as Regulatory Manager of L.G. by r&tcl N- ('a I vi le of /i tr,-Id N.Catvtn 1-ivi TY�S-1-. Everist, Inc. Notary Public: CLLC(JCLL,L Notary Publl : My Commission Expires:lV1 64- 1 920 2023 My Commission Expires: 0 1. a - a02 I MARIELA DIAZ CHRISTINA D. AZUA NOTARY PUBLIC NOTARY PUBLIC STATE OF COLORADO STATE OF COLORADO NOTARY ID 20194020548 NOTARY ID 20094002526 MY COMMISSION EXPIRES MAY 30,2023 My Commission Expires Jan.22,2021 r`A AIMIr,KI MDR AC RAM:W-0 Master ..... From:Baker,Brad<Brad.Baker@centurylink.com> Sent:Thursday,February 27,2020 3:34 PM To:Lynn Mayer Shults<Irnshults@LGEVERIST.corn> Subject:Re:L.G.Everist,Inc.-Ragsdale Reservoirs Century Link line Lynn,the engineer responsible for the area has no objections to the encroachment request. I signed your form,it is attached. Let me know if you need anything else. Thanks. Brad Baker Faulk &Foster I CentuaryLnk Network Infrastructure Services 1811 Auburn Ave Monroe LA 71201 cell:425,374,4525 brad.baker©centurvlinl: corer P825460 From:Lynn Mayer Shults<IrnshultsELG EVERIST.co m> Sent %/Wednesday,February 26,2020 12:13 PM To:Baker,Brad<Brad.Baker@centunAink.corn> Subject:RE:L.G.Everist,Inc.-Ragsdale Reservoirs-Century Link line Hi Brad, Here is the Vicinity Map marked up for you. The mine areas are outlined in green on the map, and the mine is split into separate areas which will be on either side of County Road 22.As I said,from field research,we believe the Century Link line runs along County Road 22,within the county road's right-of- way- which will not be mined. I have circled the general area where we believe the line is located. Please let us know if it is located differently,thank you. Yes—this would;be great,thank you - ...Too, I can electronically sign your form in lieu of a letter,it just won't be notarized. Will that work also? Thanks, LYNN '"-QLYNN MAYER SHULTS, REGULATORY MANAGER L.G, Everist, Inc. -7321 East 88th Ave, Suite 200, Henderson, CO 80640 Iii i ii office-303-286-2247 — ImshultsOloeverist,cari —tvwwJgeverist,com SAFE...RELIABLE...PR ODUCTIVE From:Baker,Brad<Brad.Baker }centurvlink.com> Sent:Tuesday,February 25,2020 6:40 PM To:Lynn Mayer Shults<lrnshultsOLGEVERIST.com> Subject:Re:L.G.Everist, Inc.-Ragsdale Reservoirs-Century Link line Lynn,please draw on your map.which I have attached where you think the buried line is. Also show where the mine is. I will send it to the engineer who has more specific mapping, he can then see if there are any issues here. Too,I can electronically sign your form in lieu of a letter, it just won't be notarized. Will that work also? Thanks. Brad Baker Faulk &Foster J CenturyLelk Network Infrastructure Services 1811 Auburn Ave. Monroe LA 71201 cell: 425,374.4525 braid.baker@ century I ink;corn From:Lynn Mayer Shults<Irrrshults LGEVERIST.corn> Sent: Tuesday,February 25,2020 11:19 AM To:Baker,Brad<Brad.Baker Pcetiturviink.co€m> Subject:RE:L.G.Everist,Inc.-Ragsdale Reservoirs-Century Link line Hello Mr. Baker! I am sorry, but I do not have the easement document for the Century Link line, as it was located in the field (from telephone pedestals along the road). I can tell you that the line is within the County Road 22 Right-Of-Way,to the East of US Highway 85, in between Sections 8 and 17,T2N, P6EW, There is at least a 40 foot setback to the mining dig line along CR 22. And if your engineer has no concerns,having a letter on CenturyLink letterhead would work fine for our permitting purposes. If you have additional questions at this time,please let me know. Thanks, LYNN. LYNN l '1AYER SHULTS, REGULATORY MANAGER L.G. Everist, Inc. 7321 East 88tn Ave, Suite 200, Henderson, CO 80640 ef office-303-286-2247 — Irnsl-Lrltselcreverist.rccn wkAw.laeverist. SAFE...RELIABLE...PR ODUCTIYE INERISTxINC ocr SOLID& c' 1 76 7321 . 88'n Avv,Np.a„ S { I How.3(Y-28Y-9600 30J 28,E 1348 Roo( „a4-4-: __.. ..._. ...... _ _. _._ _.... _. __. PER ITTEE /STRUCTURE OWNER AGREEMENT The CO Division of Reclamation, Mining and Safety (DRMS), abiding by the State of Colorado, Mined Land Reclamation (MLR) Law, requires the permit applicant/operator to agree to reimburse the owner of any permanent man-made structure(s)within 200 feet of the permitted mining area for damage done to the structure(s) as a result of the permitted operation. L.G. Everist, Inc. shall be operator of the Ragsdale Reservoirs (in Weld County, Colorado), a sand and gravel mine, which has a reclamation plan of developed water storage Century Link owns the following structure(s), which are located within 200 feet of the permitted area: 2-underground communication lines L.G. Everist, Inc. agrees to, and certifies this agreement as follows: The permittee, L.G. Everist, Inc., does hereby certify that the above-named Owner shall be compensated for any damage to the above-listed Structure(s), which is located within 200 feet of the permitted area, as a result of the mining operation known as Ragsdale Reservoirs. A signature by the Structure Owner and a notary seal in the spaces provided below shall satisfy the MLR law requirement. A copy of the signed notarized agreement shall be kept by L.G. Everist and the structure owner. NOTARY FOR PERMIT APPLICANT NOTARY FOR STRUCTURE OWNER ACKNOWLEDGED BY: ACKNOWLEDGED BY: Permittee: L.G. Everist. Inc. Owner(s): Century Link Mail Address: 7321 E 88th Ave. Suite 200 Mail Address: 1811 Auburn Ave Henderson, CO 80640 _Monroe LA 71201 Contact: Lynn M. Shults, Regulatory Mgr. Contact: Baker do Dav€rl I Parh 303-286-2247 w Signature: , F Signature: th Cj - Date: '_ . Date: 2/27/20 STATE OF Colorado ) STATE OF Colorado ) ) ss )ss COUNTY OF Adams ) COUNTY OF } The f rcgoing was acknowledged before me this The foregoing was acknowledged before me this f day of , " ?U/ , 2020, day of by Lynn M. Shults as Regulatory anager of L.G. by of Everist, ) Inc. Notary Public. . l^ -4L✓ Notary Public: My Commission Expireskfl Z My Commission Expires: MARIE-LA DIAZ NOTARY PUBLIC STATE OF COLORADO NOTARY€D 20194020548 MY COMMISSION EXPIRES MAY 30,2023 CANNON-D RMS-Structu reLetter&Ag reernent-MERGE-Ja n2020 u x<(, ' a I a i.1(:+s id 7.O Hiv41).A-6oN. :F'..tt(H)so(-;40 vk _� PHONE io:3-2t37-9h0€:x 1= ;303-289-1348 PERMITTEE I STRUCTURE OWNER AGREEMENT The CO Division of Reclamation, Mining and Safety(DRMS), abiding by the State of Colorado, Mined Land Reclamation (MLR) Law, requires the permit applicant/operator to agree to reimburse the owner of any permanent man-made structure(s)within 200 feet of the permitted mining area for damage done to the structure(s) as a result of the permitted operation. L.G. Everist, Inc. shall be operator of the Ragsdale Reservoirs (in Weld County, Colorado), a sand and gravel mine, which has a reclamation plan of developed water storage Platte Valley Irrigation Company owns the following structure(s), which are located within 200 feet of the permitted area: Evans#2 & Platte Valley Canal, gauge building, diversion structures L.G. Everist, Inc. agrees to, and certifies this agreement as follows: The permittee, L.G. Everist, Inc., does hereby certify that the above-named Owner shall be compensated for any damage to the above-listed Structure(s), which is located within 200 feet of the permitted area, as a result of the mining operation known as Ragsdale Reservoirs. A signature by the Structure Owner and a notary seal in the spaces provided below shall satisfy the MLR law requirement. A copy of the signed notarized agreement shall be kept by L.G. Everist and the structure owner. NOTARY FOR PERMIT APPLICANT I NOTARY FOR STRUCTURE OWNER ACKNOWLEDGED BY: ACKNOWLEDGED BY: Permittee: L.G. Everist, Inc. Owner(s): Platte Valley Irrigation Company Mail Address: 7321 E 88th Ave., Suite 200, Mail Address: TO Bo'c 336483 Henderson, CO 80640 envett GJ 8 ("33 Contact: Lynn M. Shults, Regulatory Mgr. Contact: T0►nn.M SCI\tvow• 303-286-2247 4. Signature: Signature: yt�^-� �. A/C-----10;"-- Date: 0' � ? - " Date: 4 $ STATE OF Colorado ) STATE OF Colorado ) ) ss ) ss COUNTY OF Adams ) COUNTY OF orta ) The foregoing was ackn wledged before me this The foregoing was acknowledged before me this day of .. I/'frt=(. , 2020, day of tl , obx0 by Lynn M. Shults as Regulatory nager of L.G. by Kautv�1J,Se rAAsof PV iC. Everist, Inc. Notary Public: V 1 Notary Public: (4.1. VS4. My Commission Expires:Cit\ ,0 2 My Commission Expires: itd dOc3,3- MA P DlAZ TAMARA A. SULLIVAN NOTARY PUBLIC STATE OF COLORADO NOTARY PUBLIC NOTARY ID 20104020548 STATE_ OF COLORADO MY COMMISSION EXPIRES MAY 30,2023 NOTARY I0 20144014515 MY COMMISSION EXPIRES APRIL 2, 2022 CAN NON-D RMS-Stru ctu reLetter&Agreement-MERGE-Ja n2020 Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) ' RETURN Receipts - "green cards" received back from Exhibit ® mailing "� � R COMPiET THIS sECTI ks t:ETE T ISECTIO N DE��RY . i Vid ta..Complete items 1,2,and 3 A. Sig ure Ii Print your name and address on the reverse .-- / ' '' -li t+ t so that we can return the card to you ■ Addressee di Attach this card to the back of the rriail fiiece, i3. Received by(Printed Name) A. Date of Delivery or on the front if space permits. i,-2..-2-G?Z-4) 1. Article Addressed to: D.Is delivery address different from item 1? O Yes r C If YES,enter delivery address below: 0 No 11*1 -r'- C tvl C-14,-1 4 333) .t 'c,+'J Vim. L-ci <, 2. r i 1 3. Service Type a Priority Mail Express® IIIIIIIEIHIII 1111 1113111111111 Adult Signature O Registered Mall,,, O Adult Signature Restricted Delivery O Registered Mail Restricted, Certified Mall® Delivery i 9590 9402 5576 9274 2124 62, O Certified Mail Restricted Delivery Return Receipt for O Collect on Delivery Merchandise 2. Article Number(Transfer from service label)` O Collect on Delivery Restricted Delivery O Signature ConfirrnationiM :, n Inc,mad Mailign� Confirmation { 7 019 2280 0000 8318 2940 evicted Delivery k silv.ry i ` Domest F1e P5 Form 8811,July 20115 PSPF7530-tl2'000-9053 � � ��,z� = ie �r�� .i'SENDERF c ET T SSE TI a C „^^ a it i EEC HUN J DEi� t n1 !r Complete items 1,2,and 3. A; Sign ure ) 4 ' a'Print your name and address on the reverse x . 4� L 0 Agent tether W6 cad return the ccrto you. � � °^ 0 Addressee i B. Received bf rint Name) C.Date of,Delivery � Attach this card to the e�f the mailpiece, or on the front if spaceperfmits. , , ( ,,,,1 li Y- 1 --/i.de,/, ,.z):), 1. Article Addressed to: D. is delivery address different from item 1? 0 Yes ...... . . .. .... - If YES,enter delivery address below, 0 No Platte Valley Irrigation Company ' t Attn. t; a"; 1 i aunt, Vice Pres. PO Biix .i"36483 Gree'wj, .CO 2'.1533-0609 y[g3. Service Type O Priority Mail Express@ .„ NIB O Registered Malin, t1.11111111111IIIIIIIIIIIIIIIIII 0Cdult SigMaurll®Restricted Delivery ❑Registered Mail Restricted livery 96904402-5576'9274 2123 63 D Certified Mall Restricted Delivery It etur Recelpt for xai,,, D Collect on Delivery erchandise 2. Article Number(Transfer from service label) O Collect on Delivery Restricted Delivery d Signature ConfirmationTM deli • O Signature Confirmation 7 019 2280 0000 8.318 3053 oil Restricted Delivery Restricted Delivery PS Form'3811,July 2015 PSN 753a-02-000-9053 Domestic Return Receipt s Exhibit O - Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing 9 ;� ^> ";r';% �,.ae `'� ,, ,, , , ' 'fi r cE:r'i t t' 0 ,1"1 w A J,: �n . sl Complete items 1,2,and 3. A. Signature Print your name and address on the reverse ' O Agent so that we can return the card to you. _ 1" ✓'" O Addressee S Attach this card to the back of the mailpiece, B. Received by(Printe.Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: O No Shaun McPeek Estate Attn: Mr. Jaime McPeek, Executor 10584 County Road 31 Fort Lupton, CO 80621 II If 11111111 IIIIIIII 3. Service Type El Priority Mail Express O Adult Signature Q Registered.l Expr ❑Adult Signature Restricted Delivery q Registered Mall Restricted Certified Maly -Delivery 9590 9402 5576 9274 2123 70 O Certified Mall Restricted Delivery Retu Recent for ,; I 0 Collect on Delivery er(dl1 2. Article Number,(Transfer from Service label),. O Collect on Deliggtlysl9tAtricted Delivery O Signature ConflrniationTM • ;,`r '•,-F,•,•'t'lvlall• -,% a Signature Confirmation 7.019. 2280 00 )-48318".'30-46 >il Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt F .l li*it �,°a,y„ ��"'.' n*� ��':�r � ��r'"c.';,�r'� ,�-,k,��'�� "�� "�'�w �``e� rte' DELIVERY '�`'�S�,�'�.�t �'��.��j�E' i`�' is Complete items 1,2,and 3. A, Signature ❑A ent U Print your name and address'ottlaelerse X g so that we can return the card to you. t� 17A rdressee i Attach.this card to the back of the mailpiece, B. Received by(Printed Named C. Date of Delivery or on the front if space permits. terurt&te 1 Article Addressed to: D. Is delivery address different from item O Yes P~" d No If YES,enter delivery address below: i r ,r N M & Darrell L Bearson 92 County Road 25 ;1 f Fort Lupton, CO 80621 l f 6 3. Service Type Signature ❑Priority Mail Expresso . . f I 1 I 1� istered Mairm 1t ❑Adeul0 t Signature Restricted Delivery ❑ReO eggistered Mail Restricted 11 1 11 ff€€ Ci tt ttt it fff Ili ill�i 1i y ertifedMall® Delivery 9590 9402 5576 9274 2124 79 C Certified Mali Restricted Delivery mReturnRe Receipt for O Collect on delivery 2. Article Number(transfer from service label) ❑Collect on Delivery Restricted Delivery;O Slghature Confirmation"^ -_:..: .,•,� I ❑'.Signature Confirmation ,' 7019 2280 0000 8 318 2957 Woall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Exhibit O -Owners of Record, Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts — "green cards" received back from Exhibit 0 mailing SENDER COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY in Complete items 1,2,and 3: X Signature mi Print your name and address on the reverse x 0 Agent so that we can return the card to you. 0 Addressee is Attach this card to the back of the mailpiece, • eceived y(P' Name) C. Date of Delivery or on the front if space permits. e 1 1. Article Addressed to: D.DIs e very ddress different from item O Yes If YES,en er delivery address below: ❑No Kimberly F Case 12877 County Road 18 Fort Lupton, CO 80621 3�� 6 I Service type n Priority MailmareExpress® O Adult Signature El Registered Ma11T^r, ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 5576 9274 2123 56 Certified Mail Restricted Delivery Return Receipt for O Collect on Delivery Merchendise 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery ❑Signature Confirm "'ationT pil 0 Signature Confirmation 7 019 2280 0000 8 318 3060 fall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt r. Card not retruned C944 77ycp 377 3077 3/27/2020 USPS.com®-USPS Tracking®Results USPS Tracking® FAQs > Track Another Package + Tracking Number: 70192280000083183077 Remove X Your item was delivered to an individual at the address at 12:33 pm on February 28, 2020 in FORT LUPTON, CO 80621. G Delivered V3 m ---- (firS. cl/L, . February 28 2020 at 12:33 pm cr Delivered, Left with Individual o FORT LUPTON, CO 80621 Get Updates u See More \/ Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs https://tools.uses.corn/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70192280000083183077%2C 1/1 Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing $ENpEWCOMPL TE iHAS st1~TIoN, ;(>� 1 j M &t��fS Sg:CriOfil• A(13Fi11( 13Y s c IS Complete items 1,2,and 3: 4A;;grrattra" f I Print your name and address on the reverse x 4 ,J ' 0 Agent so that we can return the card to you. d€�ressee B. Received b (Ppr4ted Name) D. Da e f Deli ery � Attach this card to the back of the mailpiece, �„ or on the front if space permits i tki 2:2.4 1. Article Addressed to: D. Is delivery address different from item 1? Yes If YES,enter delivery address below: 0 No Castle Pines North Metro Districi 7404 Yorkshire Drive Castle Pines, '"<C 80100 Milli 1111111111111111111111111111 ` I I 3. Service Type ❑Priority Mail Express® I( #i ©Adult Signature ❑Registered MaliT"° ❑Adult Signature Restricted Delivery 0 Registered Mail Restricted' Certified Mail® pelivery 9590 9402 5576 9274 2124 55 ❑certified Mail Restricted Delivery ,ALReturn Receipt for 0 Collect on Delivery Merchandise 2. Article Number/Transfer frnm can,;ne imr,on 11 C nllanr nn Delivery Restricted Delivery O Signature ConflrmationTM 8318 iAall ❑Signature Confirmation 2 9 6 4 hail Restricted Davery.+ - Restricted Delivery 7[]7,9 228® ®D®® 1eve wag) PS Form 3811,July 2015 PSN 7530-024Q90w9053 r Domestic Return Receipt Returned to sender 74" 7019' .V & /8 3 L.G. Everist, Inc. 7321 E 88th Avenue,Suite 200 Henderson,CO 80640 U.S. LETTER E PAID 80022 ERCE CITY, CO MT.sErawrea? FEB 26 20 vv, ngrarsr AMOUI'T_ - 7019 2280 0000 8318 3084 1023 . 80621 • ,. - R2304W120707-11 t / i ,1k)L. Kunzman Family LLC 10952 US Highway 85 1,1T,XT E SOB DE I owe?, '1_, .f.-e, • I Fort Lupton, CO 80621 RETURN u !O SENDER U N C L AIMED ;t UNASLE TO rOR WAR D 'i a F3117".:'?4: —. :b-t;C BC: 80640813721 '1920-02631-26-3ais. 1R it ill', i l6 i ptP { ti 9 t ,, .., 80640>,2-1-37 .. 19.1..,11{,. 4.5..1 .,i .{-f, 1,.,.i.l.1.i,e.1.1.t.P,I.1..:.k_1,1,...T.[.li.S.I.t.i,.1. ii.i Lc.i ,�S. Pi-iil.i-i...'PI 'iivi- -l.Pi.-..._-m-'ir i"- {-_tgiy -1 ..,,..,..:arm,,. ....:.......r, ,.,�...,.ms.µ„ .. <:�.�_,,.,..,. ....t,...k�� ,,..Y,,.^^'�,,.,..a: ,- ...� .ra ,4rmm,v,.t.�s-�a; x•.. �,..,� ..�,: .„:.,mow. .ar+rr...., ,,..�,:,m, ..e._,-,.: ...,�.,...._,.,=:-.:4u,..,:.a..�..,... ..._... -._ _ .... Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing 'SENDER �s'h- — :'r a ,rwk...� u Complete items 2,and 3. A Signature W Print your name and address on the reverse s t ID Agent so that we can return the��eard'to you. �' ❑Addressee c E Attach this card to the back of-the malipiece,: B.1f#ec ived by P rated Name) C. Date of Delivery or on the front if space permits. ``- (CL, t °mac 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: Q No Yoshi and Suzu LLLF' PO Box 5084afir- ;,. Brighton, CO 80601 r Service Type o Priority Mail Express® A�Adult Siig atureRre Restricted Delivery O Reeg stered Mail Restricted ;O Certified Mail® pellvery 9590 9402 5576 9274 2123 25 Certified Mail Restricted Delivery tum Receipt for Collect on Delivery Merchandise 2. Article Number(Transfer from .r a+� �« ^"` -n Delivery Restricted Delivery O Signature ConfirmationTM O Signature Confirmation 7 019 2280 0000 8 318 3091 'tall Restricted Delivery Restricted Delivery • I (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Ret eip ..",' 1 .4.14 __.._,..._. DER ccoMpLETE 7'f 11$SE'CTl J1ll f THISSSECTION ON DELIVERY p s: i xis `` xr �c z' kW Complete items"i, and 3. . . :'lei Print your name and address on the reverse agent ;x so that we can return the card to you. O Addressee Attach this card to the back of the rriailpiiece,- d r ` ) C. Da of D livr ry or on the front if space permits. `P ' �: 1. Article Addressed to: D.Is delfifery edctoss differe€rtfrcin tern 1? Yes If"YES,enter delivery are as below: p No Gerald N Calvin Living Trust and Karen Herman-Calvin Living Trusi. PO Box 429 Fort Lupton, CO 80621 [[ (( qt ( 3 Service T O Priority Mail Express® 1111111 1111 1 ❑Adult Sign® Delivery Restricted Delivery ❑R� red M Ia RestrictedCertified ' 9590 9402 5576 9274 2124 48 !1 O Certified Mail Restricted Delivery Vi4eturn Receipt for Q Collect on Delivery erchandise 2. Article Number(Transfer from service label) O Collect on Delivery Restricted Delivery O Signature ConfirmationrM visit O Signature Confirmation 7 019 2280 0000 8 318 2971 hall Restricted Delivery Restricted Delivery , PS Form 3811,July 2015 PSN 7530-02-000-S053 Domestic Return Receipt Exhibit O -Owners of Record,Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts — "green cards" received back from Exhibit O mailing sENNDE ��LETE Ttos �r`�+�� » °e � lu�a�u cr � ��oTs� n� IEttr � 1 • Complete items 1,2,and 3. A attff • Print your name and address on the reverse ®Agent so that we can return the card to you. 0 Addressee WI Attach this card to the back of the mailpiece, gs eived y(Pri ame) C. Date of Delivery or on the front if space permits. 4 licylc.):Fio 1. Article Addressed to. D. Is delivery ad s different from item 17 Els if YES,enter delivery address below. 0 No Barrez, l_LC PC Box 888 Loncinnont, CO 80502 �1 � 3. SerAda Type 0 Priority red Mail ressr 9N¢ CJ Adult Signature p Registered MSiITM 4 D Adult Signature Restricted Delivery O Registered Mail Rest-i Certified Man very 9590 9402 5576 9274 2123 18 ❑certified Mall Restricted Delivery *int Receipt for 0 Collect on Delivery erchandise 2. Article Number(Transfer firm_cerv3re Ishaii 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation*"' fail 0-Signature Confirmation 7 019 2280 0000 8 318 310? fall Restricted Delivery Re;rtfieted€silvery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic- tum Rece`1 Returned to sender L.G.Everist,Inc. 7321 E 88th Avenue,Suite 200 gg� 00gg Henderson,CO 80640 t`e FGM LETTEE PAID COMMERCE CITY, CO 80022 AMOUNT 0 uwrrta wares pOtrGL SEFY CEa �+ 7019 2280 0000 8318 3114 1023 80621 `P6•95 ,,,,, „ R2304W120707-11 z wzss�:, ..tea, •Kristi E. ROilald."k.. Pacheo 1 ,Ca 13524 county Road 22 NI XI E if,fa 8 3 0 z r- /1,9/2,.F.,,',,. a Fort Lupton, CO 80621I RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD li _�.....,_. UNC BC: 806408:L3 2;t. * .�t?1 O 8 •T. ;111717-7,14.•— • .11 1 ?l 7,11.111. } 1'11ittijl[ i 7 11 ii it to } t ••• et-B�� ms's�ffi 9.� 7 ]1J.,4.�a 3T TlaS !a 11,.1.9_i.T_ ]3.[T4, p 'K✓ ceru.i.ak t 1"331.."1 3' tl"'tl1"f"11'48"fx__f3i. ?r a ''H—,"-f— E ,._a._ a Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts — "green cards" received back from Exhibit 0 mailing '',SENDER:, COMPLETE nos SECTION M �a THIS SECTION ON DELIVERY : 37•'.:1 k o_ J U�•4, U Complete items 1,2,and 3. A. Signature M Print your name and address on the reverseK;Z)rs \''' ❑Agent so that we can return the card to you. ❑Addressee El Attach this card to the back of the mailpiece, a Received by(Printed Name) C. Date of Delivery or on the front if space permits. r �} � . ' t Article Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter delivery address below: 0 No Sandy & David Pectin 13756 County Road 22 Fc:i. Lupton, CO 806.21 3.❑ uuS#gnaturee Restricted Delivery Q Registe d Mail Restricted Service Type Priority Mail Express® 131111ff66 ff ii 11 Certified Mali® elivery 9590 9402 5576 9274 2124 31 Q Certified Mail Restricted Delivery etum Receipt for 0 Collect on Delivery erchandise 2. Article Number(Transfer from servirp Jah®n I?rr,w-t^n Delivery Restricted Delivery 0 Signature Confirmation" lail 0 Signature Confirmation 7019 2280 0000 8318 2988 'ail Restricted Delivery Restricted Delivery rover mcuU) PS Form 8811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ttX\t 7Mi,it} Xh. $ 1 E ,cOh LETE THIS SEcT'O dz ' f f I SECT79-k94v DELIVERY 'k. • Complete items 1,2,and 3. A Slit � +.. rr/ ® Print your name and address on the reverse • tat Agent so that we can return the card to you. (A,,rt 0 Addressee • Attach this card to the back of the mailpiece, B. Received by(Print..Name) C. Date Litof Delivery or on the front if space permits. l3 ,-,[9'761,6 1. Article Addressed to: D. Is delivery address different from item 1? 0 es If YES,enter delivery address below: 0 No Darrel i'C )rl.ill`ls) 1_i'iii-I i` a Ccsrol L. Chavez Liking Trust 1352.1 County Road 20 Fort Lupton; CO 80621 3. Service Type Q Priority Mail Express® 11111111111111IIII0 Adult Signature Q Registered MetTM L7�duft Signature Restricted Delivery 0 Registered Mail Restricted Cent tied Maly Delivery 9590 9402 5576 9274 2124 86 ❑Certified Mau Restricted Delivery Iiittetum Receipt for 0 Collect on Delivery erchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery 0 Signature Confirmation" insured Mau 0 Signature Confirmation 7019 2280 0000 8318 3251 D(over$500) Restricted Delivery Restricted Delivery PS Form 3811,July-2015 PSN 7530-02-000-9053 Domestic Return Receipt Exhibit 0 -Owners of Record, Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing Card not retruned 77C7 22 > Z) ?37 > 3 /2-1 ;`,SE bl RS 9M/ .��'E''a'' l+�r`' 'G��T/Q s ' x mpL:EyE fits Sgpri dt O1LAEmypiY • Complete items 1,2,and 3. A Signature / ID Agent • Print your name and address on the reverse •••— / so that we can return the card to you. 0 Addressee M Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter delivery address below: ❑No CDOT- Region 4 10601 W 10th Street • Greeley, CO 80634 j 1 3. Service Type ❑Priority Mail Express® [ 1 1 13 tI istered MailTm f3 Adult SiO Adult gnature Restricted Delivery 0 Renature eggistered Mali Restricted 11H111111111111111111111111111111111113111[tt I!! ((I Ililll 1!! t€€ Certified RUM elivery 9590 9402 5576 9274 2122 68 Certified Mail Restricted Delivery etum Receipt for ❑Collect an Delivery erchandise 2. Article Number(Transfer from service labe ❑Collect on Delivery Restricted Delivery Signature confumationni 1 1 Inat,rari,Mall ❑Signature Confirmation 71319 2280 01300 8 318 3138 Mall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 3/27/2020 USPS.com®-USPS Tracking®Results USPS Tracking® FAQs > Track Another Package -I- Tracking Number: 70192280000083183121 LYFi2__--a Remove X Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. In-Transit -� 2020 — ovt, ca c Z7 Q March 3, C4 / - U< SPS In Transit to Next Facility Get Updates v See More \/ Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs hops://tools.uses.com/ao/TrackConfirmAction?tRef=fulloaae&tLc=2&text28777=&tLabels=70192280000083183121%2C 1/1 Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing SEND''''''''' ''?'":—'7,::'' COMPLETE(HIS#4... !4".1!,'",..--:.,,'`; ECTI0 NNE+ ,. : Of PLC /'t f9zkSECTION Ofii D-;,,( iRY+j ; ` >i la Complete items 1,2,and 3 � ' algnatuctl gam' 0 Agent n Print your name$nd address on the reverse X so that we cart turn"` the card to you, tl 0 Addressee Attach this.dal the back of the mailpiece, B. Received by(Prin-d Name) (C. Date of Delivery or on the front,*"pace permits. l io Agra 1. Article Addressed to: D. is delivery address di erent from item 1? 0 Yes If YES,enter delivery address below: 0 No Weld Cutt"":iy Commissioners 1150 O Street PO Box 758 Greeley, CO 80631 1 1 i�) li 3. Service Type ❑Priority Mai!Express® II In E� II O Adult Signature O Registered MaitTM O Adult Signature Restricted Delivery O Registered Mail Restricted'. RCertlfied Mall® Delivery 9590 9402 5576 9274 2124 24 o Certified Mall Restricted Delivery r, °turn Receipt for O Collect on Delivery Merchandise 2. Article Number(Transfer from service label O Collect on Delivery Restricted Delivery D signature Confirmationta Insured Mail D Signature Confirmation 7019 2280 0000 8318 2995 Mall Restricted Delivery Restricted Delivery >od> PS Form 3811,July 2015 PSN 75313-02-000-8053 Domestic Return Receipt I t 'SgNE*13:`cooin,greir'H1s SECTION - , 2a it'L ' TE THIS S cTION ON DELIVERY - -, ie Complete items 1,2,and 3. 5=.nature i l Print your name and address on the reverse f ~x` 0 Agent so that we can return the card to you. ' 1O Addressee la Attach this card to the back of the maiipiece, . Received by(P' led Name) 4r". Pte of Delivery or on the front if space permits. t,1 1 L 'eF 2-t2 L,C 1. Article Addressed to: D. Is delivery address different from Item 1? 0 Yes If YES,enter delivery address below: 0 No Farmers Reservoir and Irrigation Co. . (FRICO) 80 SouTh 27th Avenue Brighuil, CO 80601 3.® #f` �� D Service Type ❑Priority Mail Express® IR{ �Adult Signature ❑Registered MaiiTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Man Delivery 9590 9402 5576 9274 2122 71 It Certified Mail Restricted Delivery XReturn Receipt for ❑Collect on Delivery Merchandise 2. Article Number!Transfer from service label) O Collect on Delivery Restricted Delivery O Signature Confirmation'," 'Mail O Signature Confirmation 7.019 2280 0000 8 318 31145 slat Restricted Delivery Restricted Delivery PS For,,, 811,July 2015 PSN 7530-02-000-9053 ?7 Domestic Return Receipt Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing ‘"•* NP rli 011114 74 1$SOOT NW PR .,`" tPo& t TI fJ/UYlWL�RY Wk It Complete items 1,2,and 3. A Sipnature Mt Print your name and address on the reverse O Agent so that we can return the card to you. ` O Addressee II Attach this'card to the back of the mail lece 6./er dby(Printed Name) G. Date of Delivery p or on the front if space permits. jO yi if-A7 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: O No Platteville irrigation & Milling Co Attn: Gary Herrnan , 12994 County Road 28 gip. I Platteville, CO 80651 11111111113.11111111111111111111111IIIIIIIIIII Service Type O Priority Mali Express® O Adult uR Signature O Registered Mall'TM Q Adult Signature Restricted Delivery ❑Registered Mall Restricted kerCerttfied Mal a Delivery 9590 9402 5576 9274 2122 64 ❑Certified Mail Restricted Delivery 7ilt Receipt for 0 Collect on Delivery Merchandise 2. Article Number(Transfer from service label) O Collect on Delivery Restricted Delivery Signature Conflrmatlor,TM ❑Signature Confirmation 7019 2280 0000 8318 3152 All Restricted Delivery Restricted Delivery 1 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Card not retruned ( /-A )c Ca/r-/- * 7b1? 2290 gorro 72.-5/g 32.116 3/27/2020 USPS.com®-USPS Tracking®Results USPS Tracking® FAQs Track Another Package + Tracking Number: 70192280000083183244 Remove X Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. In-Transit VATAid 05PS 0'-` 427/2'0 March 19, 2020 C7 In Transit to Next Facility Get Updates N./ See More \/ Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs https://tools.uses.com/Ito/TrackConf'irmAction?tRef=fullpage&tLc=2&text28777=&labels=70192280000083183244%2C 1/1 Exhibit O -Owners of Record, Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing A .,4,,, ro)4f �{n,�r+y, i "' ,, r°f'r+%,f Ai sre - �4 � wC�':�. 47 '�M+" AMI r EN �'a N45'4, �r�'i-. rS S g �1a'iieli 1�c.,.� '``` T 1 1.1a ?'1 aN'� LIVERY��"'' N Complete items 1,2,and 3. SI a r i N Print your name and address on the reverse X Agent so that we can return the card to you. O Addressee In Attach this card to the back of the mailpiece, B. Received b ttfIgA t C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is deliveryaddrets efferent from item 1? in Yes If.YES,enterdelfv# ddress below: O No US Sprint ,/' Attn: Diane Bra i•.r�7 ' xs 6450 Sprint ParkW y,,`- 104 4 Mailstop KSOPHIV0 12 P7 4, Overland Park, KS 66251 N, ''s 3. Service p Pno IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII OAdrfif Si na ur Restricted Delivery 0 Aid Mail'Res 9590 9402 5576 9274 2122 57 miffed Mali Restricted Delivery AriletOr0 Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service lei* ❑Collect on Delivery Restricted Delivery. 0 Signature ConflrmaticnTM • E r,,,,.;,.c.r Mail l7 Signature Confirmation „ Restricted Delivery 7019 2280 00'00' 8 318 31;-6.9='>:° nail Restricted Delivery �� PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Rem f SENDER::bonip fTETm S,EOTIO v � � � alvER M Complete items 1,2,and 3. A. Sign Yre ,� I Print your name and address on the reverse ' Agent so.that we can return the card to you. V O Addressee e. MI' Attach this card to the back of the mailpiece, a eiv d by(Printed Name) C. Date of Delivery or on the front if space permits. J fsw ' iA, ILO 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: ❑ No Level 3 Uomrrumcuis:.rE;.' ' r.,. . . Attn: Timothy D Kunklernan 931 14io"Street, Suite 1230 Denver,tO 80202 3. Service Type o Priority Mall Expresso • 0 Adult Signature ❑Registered MaIITM I �� IfI I �� Cd Adult Ma Delivery Snature Restricted Delivery O Registered Mail Restricted' 9590 9402 5576 9274 2122 40 ❑Certified Mail Restricted Delivery 4 Return Receipt for 0 Collect on Delivery Merchandise 2. Article Number(Transfer from service labe, O Collect on Delivery Restricted Delivery O Signature ConfirmationTM . n u,.„nre.Mall 0 Signature Confirmation 7019 2280 0000 8 318 3176 Wall Restricted Delivery Restricted Delivery ` RS Form 381.1,July 2015 PSN 7590-02.000-9053 Domestic Return Receipt t Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing } ' ay -ly x S la y cci'VvIPL, "Ei THIS SECTION k ,£d}{. LET THIS SECTI0N.QMD,ELIVERY,,- , Compete items 1,2,and 3. A. Si ature c �_ _ , w:Print pour name and address on the reverse s/fs' Agent so that we can return the card to you. O Addressee Attach this card to the back of the maiipiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. is delivery address different from item 1? D Yes If YES,enter delivery address below: O No United Power, Inc. and Union Rural Electric Assoc , Attn` bent Broderick, Gen.Mgr 500 cooperative Way Brighton, CO 80603 - 11111111111111111111111111111111111111111111113. istered Malin, }�Service Type ❑Priority Mall Express® O Adult Signature O$Adult Signature d Maur Restricted Delivery ❑Rin egistered®ryred Mail Restricted 9590 9402 5576 9274 2124 00 O Certified Mail Restricted Delivery W Return Receipt for O Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery O Signature ConflrmationTM -- ---'Mail ❑Signature Confirmation 7 019 2280 0000 8 318 3 015 Mall Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt SErN R CGMPL,ETE4THI a SECTION l ,:' I Lt 1E THIS.SECTI0N ON DellvA YI- `. ® ,Complete item 'f,2,and 3. A. Signatute Print your name and address on the reverse x O Agent so that we can return the card to you. i - Cl Addressee • Attach this card to the back of the mailpiece, B. a i;r••y(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. is delivery address different from item 1? O Yes if YES,enter delivery address below: p No DCP Operating Company, LP Attn: Lew Hagenlock 370 17th Street, Suite 2500 Denv.-,r, t;O 80202 3. Service Type O Priority Mail Express® 111111131 111111 III 1111111111- 111111 ❑Adult Signature O Registered Mail To ',tiD Adult Signature Restricted Delivery ❑Registered Mail Restricted i�entitled Mall® ��,�Leivery 9590 9402 5576 9274 2122 33 '[�'ceriitied Mall Restricted Delivery t$netum Receipt for ❑Collect on Delivery M erchandise 2. Article Number(Transfer from service label) O Collect on Delivery Restricted Delivery O Signature Confirmation" rl'....,,.:Mail ❑Signature Confirmation 7019 2280 000p, tr t l l }Q{jai . #M,{alI nes�tf"ic el Restricted Delivery _._.. A d_.: i li f-1 is P3 iil'4tt 3B{DI itripititrgilitriril) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Exhibit O -Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing SEVER:C MPL 21 THIS SECTION + r O `' T THI SECTION UPI DELIVERY' u Complete items 1,2,and 3. A. Signature IV O Agent Print your name and address on the reverse OI BROOKS O Addressee so that we can return the card to you. a Attaii tFl[s card to the back of the ma[Ip[ece, B. Received by(Printed Name) C. Date of Delivery MAR 9 or on the front if space permits. 1. Article Addressed to: D. Is delivery address diffeerr_sp �;W;i 1=?, I-I Yes nom.:. If YES,enter delivery adtdr • n iM3 No Kerr-McGee 4. c/o Anadarko Energy t ,. 1, ri • .i Attn. Callie Fiddes ,3 PO Box 173779 �-, Denver, CO 80217 , ; - ,. 3. Service Type '*'° laity Mail Express@ 11111111111111111111 Mil!{ l 11111111111111111 ed Malin, O��{fSt id Signature Restricted Delivery O Regisnature 0 tered Mall Restricted Delivery 9590 9402 5576 9274 2122 26 O Certified Mail Restricted Delivery 0 Return Receipt for 0 Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery 0 Signature Confirmation, 2. Article Number(Transfer from service label) I n insured Mail 0 Signature Confirmation 'kill Restricted Delivery Restricted Delivery 701,9 2280 0000 8318 3190 ro) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Ns S ND R::c' 1PL.T THIS SEC ION, r,: -W L TE T IS sEcTION ON DELIVERY ;..-A ia Complete items 1,2,and 3. A. Sig,LLture O Agent ® Print your name and address on the reverse x O Addressee so that we can return the card to you. ,` O O Attach this card to the back of the maiipiece, B. .re eived*y(Prima"+Name) C. Date of Delivery or on the front if space permits. 2 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: O No KP Kauffman Attn: Ross Watzman 1675 Brc -.vay, Suite 2800 Denver, f; .1 80202 11111111911 3. Service Type O Priority Mail Express® t 11111 I 11 111111 art t ed MaEl R istered Malin, uve Restricted Delivery 0 Registered Mail Restricted Delivery O Certified Mail Restricted Delivery I�alum Receipt for 9590 9402 5576 9274 21 23 94 El Collect on Delivery Merchandise 0 Collect on Delivery Restricted Delivery O Signature ConfirmationTM 7. Article Number(Transfer from service label) ❑Insured Mail 0 Signature Confirmation 7 019 2280 0000 8 318 3022 0)II Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt a Exhibit O - Owners of Record, Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing t SgND 4 � ' 1mrfE 'TO4 'ri ab` =�� , T SEC IJ 4.9 X4I ERY `- COMPLETE f."ir- w�.r. :T' tr -t'3',4-;•c, �o "0.f, -'' 7(12: tk4-.f -Ali,F m Complete items 1,2,and 3. A. signet Ni Print your name and address on the reverse x , , 0 Agent so that we can return the card to you. 0 Addressee 11i Attach.this card to the back of the mailpiece, B 'rt clued*y Pr d Name) G. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. is delivery address different from item 1? O Yes If YES,enter delivery address below: 0 No Sund nr.P,Energy Rai,/ Attn: Cath =rive Aniello 633 17th Street, #1950 ber ,vekr, CO 80202 3. Service Type ❑Priority Mail Express® }@ 1111111111 O Adult Signature O Registered Moir.' Express® E Adult Signature Restricted Delivery O Registered Mall Restricted W Certified Mall® Delivery 9590 9402 5576 9274 2122 19 O Certified Mall Restricted Delivery Id Return Receipt for Q Collect on Delivery Merchandise Collect on Delivery:.Restricted Delivery _SignattureConfirmationw 2. Article Number fiiisr frdrn servJce label) _• mail - C Signature Confirmation 7 D 19 2280 0 0 0 0 8318 3206 O}Mail Restricted Delivery Restricted Delivery PS Form 3C f fly 2015 PSN 7530-02-000-9053 Domestic Return Receipt iwa �.�"`h.9 i f.df 3� t X }^' M "} :N' i,l �"� t 1 9 DER,,,, T EC THIS J CTro ODD LIVERY�y� ; , 1 ,�. n..,.. - �,ix;.�"^ +6 iC "Y'5'.� C:.., �i ��,�y ux.� 4£i Ch,� a Complete items 1,2,and 3. A. Signature ,.,, a Print your name.:and address on the reverse _ µ ,.. 0 Agent so.that we can return the card to you. °- -� ''l. O Addressee s Attach this card to the back of the mailpiece, ecs' by(Printed Name) C. Date of Delivery or on the front if space permits. -,, c. \.. i, 1. Article Addressed to: D. Is delivery address different from item 1? Cl Yes If YES,enter delivery address below: O No r Suncor Energy (USA)Pipeline Co. Attn: Michael E Korertblat l 717 17th Street, #2900 C . r:.‘r, CO 80202 II . iIjv � 3. Service Type ❑Priority Mall Express® III!!ill 11111 11 1 I IIIIII ❑Adult Signature ❑Registered MaiirM O Adult Signature Restricted Delivery O Registered Mail Restricted L"Certified,Mail® Delivery 9590 9402 5576 9274 2122 02 O Certified Mail Restricted Delivery is Retum Receipt for O Collect on Delivery Merchandise 9 ArficiF!,Number(Transfer,from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM -� ''' ^" 4 Mail O Signature Confirmation 7 019 2280 0000 8 318 3 213 i s all Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-12-000-9053 Domestic Return Receipt f i 1 Exhibit 0 -Owners of Record, Right-of-Way& Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing r <: Kam, l ENDERg cOMPLETE,THHI,S SECTIONE h'4 s-; ` aM ,ETE TNIS SEOTION:ON DELltfERY t' v j, ,' ...hi,�i 3 `u 1 m ^,',"^,47,,,,-, ;-",..4,4i mr� f t '+�' ' -Sv 4'"74-, :,i r",-,','''''''''se n Complete items 1,2,and 3. A. Signa , isi Print your name and address on the reverse """"Iiii.--.1*-.0,4ill ill Agent so that we can return the card to you. '��` O Addressee is Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. e' 1. Article Addressed to: D. Is delivery address different from Item 1? O Yes ,,, If YES,enter delivery address below: ❑ No Sad(`" E-Atte Rockies Midstream LL Den (:fice Attn: a\.* I Beach 858 I�,in Avenue, #301 Durango, CO. 81301 3. Service Type 0 PriorityPriority Maki ExpreasC) I 1111111111111111111E 1 I I ill IIIII II III II dull Siattuurree i Ma l®Restricted De1Ivery DetivFRieg!stt ed Mail Restrictedferp 9590 9402 5576 9274 2123 87 a certified Mail Restricted:Delivery 4Return Receiptfor 0 Collect on Delivery Merchandise 2. Article Number(Transfer from service label) O Collect on Delivery Restricted oe ivery tt ignature Confirmation'' 0,0grtature Confirmation 7 019 2280 0000 8 318 3039 of ii Restricted Delivery Restricted Delivery PS Form 3811,July 2016 PSN 7530-02-000-9053 t i s lcR:teturn Receipt z PIEji tS '' - 4-'2,;'," t' C ALL THIS S CTIAN ciN DELIVERY ', sa Complete items 1,2,and aft e O Agent in Print your name and address on the reverse X so that we can return the card to you. O Addressee vi Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 2- 2- "L"; 1. Article Addressed to: D. Is delivery address different from item 1? O Yes If YES,enter delivery address below: ❑No DJ South Midstream, inc. c/o ARB Midstream LLC Attn: Todd F!ton 1600 Broadyay, #2400 Denver, Cc' "30202 3. Service Type 0 Priority Mail Express® 111111111 I111I 4}k(111)pf 1 II I 1 1{@r e 1 1i (`1 I1 Cet Signature 0 Registered Melilla rtified Signature Mani Restricted Delivery 0 Registered Mail Restricted lif 9 slivery 9590 9402 5576 9274 2121 96 0 Certified Mali Restricted Delivery t-etum Receipt for O Collect on Delivery Merchandise 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery ❑Signature Confirmation1M ri �, ��"flail ❑SI®nature Gont rmation 7 019 2280 0000 8 318 3220 all Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt :l Exhibit O Owners of Record, Right-of-Way & Easement Holders (within 200 Feet of Permit Area) RETURN Receipts - "green cards" received back from Exhibit O mailing �EN-Dg Q P4EDE'f 1S SEpT1QWt 7 7`� SECTIoNNQI\ P.E�(VEF#Y t::. .' .o Et Complete items 1,2,and 3. A. 3i«« • Print your name and address on the reverse '_ ❑Addressee so that we can return the card to you. ® Attach this card to the back of the mailpiece, B. ReceNeMr.,(Printed Name) a Dart Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes - - If YES,enter delivery address below: 0 No Colorado lntt =:Mtate Gas (CIG) c/o Kinder Morgan Inc. Attn: Will Brown, VP 2 N Nevada Avenue Colorado..springs, CO 80903 3. Service Type O Priorty Mari Express® I 111111111111111 111111111111111111111111111 O Adult tSignature O Mall® ed Mail"' Restricted Delivery O Reeggisterred Mail Restricted livery 9590 9402 5576 9274 2121 89 O Certified Mal Restricted Delivery Return Receipt for O Collect on Delivery erchandise ❑Collect on Delivery Restricted Delivery O Signature ConfIrmationT"r 2. Article Number(Transfer from service label) n,n<,,,�i Mall ❑Signature Confirmation Mal Restricted DeliveryRestricted Delivery 7019 2280 0000 831,8 3237 iaol PS Form 3811,July 2015 PSN 7530=02--000-9053 Domestic Return Receipt L.G. Everist, Inc. Ragsdale Reservoirs P roof of Publication MLRB permit# M-2020-007 April 24, 2020 PROOF OF PUBLICATION PUBLIC NOTICE FORT LUPTON PRESS PULISHED NOTICE OF WELD COUNTY APPS CATION FILING FOR STATE OF COLORADO A REGULAR(112) CONSTRUCTION MATERIALS RECLAMATION PERMIT I, Steve Smith do solemnly swear that I am the L.G. Everist, Incorporated has filed Publisher of the Fort Lupton Press the same an application to obtain a Reclama- is a weekly newspaper printed and published in tion Permit with the Colorado Mined the County of Weld, State of Colorado, and has a Land Reclamation Board under M the provisions of the Colorado Mined general circulation therein;that said newspaper has Land Reclamation Act for the ex- been published continuously and uninterruptedly in traction of construction materials. said county of Weld for a period of more than fifty- This application is for 643.30 acres to two consecutive weeks prior to the first publication be included in the permit area.The mine is known as Ragsdale Reser- of the annexed legal notice or advertisement;that voirs(Permit#M-2020-007)and is lo- said newspaper has been admitted to the United cated in parts of Sections 7,8,17,18, States mails as second-class matter under the and 19,all West,,n 6thT Principal ncip North, 66 Meridi- provisions of the act of March 3, 1879, or any an,Weld County,Colorado. amendments thereof, and that said newspaper is The proposed date of commence- a weekly newspaper duly qualified for publishing ment for the mine is 2020 and the legal notices and advertisements within the proposed date of completion 2040. The proposed future use of the land meaning of the laws of the State of Colorado.That is developed water storage. the annexed legal notice or advertisement was Adublished in the regular and entire issue of every live decision ecal information date m and the obtained ta- P g five may be obtained number of said weekly newspaper for the period from the Division of Reclamation, Mining&Safety,1313 Sherman St., of FOUR consecutive insertion(s) and that the Suite 215,Denver,CO 80203(303) first publication of said notice was in the issue of 866-3567, or at the Weld County newspaper,dated 26th day of February,2020 the Clerk and Recorders office,1150"O Street,Greeley,Colorado 80631.,or last on the 18th day of March,2020. the above named applicant. Comments must be in writing and must be received by the Division of Minerals and Geology by 4:00 p.m. on April 7,2020. Please note that comments related to noise, truck traffic, hours of op- atio , macs, ff } propertyer n valuesvisual i me pp: cot e socialects oonr L/ economic concerns are issues not subject to this Office's jurisdiction. These subjects and similar ones,are typically addressed by your local gov- ernments,rather that the Division of Reclamation,Mining&Safety or the Publisher, Subscribed and sworn before me, Mined Land Reclamation Board. this 18th day of March,2020 L.G.Everist,Inc. Henderson,Colorado kfiLDL yy ; First Publication:2/26/2020 Second Publication:3/04/2020 Third Publication:3/11/2020 Last Publication:3/18/2020 Published in:Ft.Lupton Press 000Y0NP Notary Public. Bob!Lopez Notary Public State at Cobrado Notary ID 20024002541 My CorteressiOn Expires March 2G 2023 DEERE & AULT CONSULTANTS,INC. MEMORANDUM TO: Jeremy Stanton,Project Engineer—Mountain Division,L.G.Everist FROM: Erinn Johnson, Geologist—Deere &Ault Consultants, Inc. Susan Rainey P.E., Project Manager—Deere & Ault Consultants, Inc. DATE: January 17,2020 RE: L.G. Everist Cannon Land Slope Stability; D&A Job No. CG-0201.041.00 SLOPE STABILITY ANALYSIS Slope stability analyses of proposed future mine highwall slopes at the Cannon Lands site were performed using Slope/W, a limit equilibrium computer model software program. Maximum cross-sections were developed from the existing conditions and the proposed 3:1 (horizontal to vertical) free-draining native sand and gravel mine highwall slopes. A standard offset of 25 feet from top of highwall to slurry wall was used in this analysis. Analyses were performed for full reservoir conditions, seismic loading and rapid draw down. SOIL PARAMETERS AND RECOMMENDED MINIMUM FACTORS OF SAFETY FOR STABILITY ANALYSES The general subsurface lithology at the Cannon Lands site consists of several feet of overburden at the surface, underlain by permeable native sand and gravel deposits varying from about 25 to 50 feet thick, underlain by a weathered Laramie Formation bedrock measuring about 1 to 4 feet thick, and finally underlain by less weathered Laramie Formation bedrock extending more than 10 feet. Our subsurface investigations end at approximately 10 foot into bedrock. Deere&Ault has extensive experience with the design and construction of gravel pits, reclamation slopes, and highwalls in the immediate vicinity of the Cannon Lands site. Of particular note, for the nearby Fort Lupton Pit, Deere &Ault prepared back-calculations of soil strength parameters based on a decade of data for slope performance at the pit, including a slope failure. These back-calculations are detailed in our report(Fort Lupton Pit- Reclamation Slope and Highwall Evaluation) dated August 2017. The Fort Lupton Pit is located approximately one mile to the south of the Cannon Lands site. The selected unit weight, cohesion and friction angle parameters for these subsurface units are summarized in Table 1 below. These parameters were developed for the Fort Lupton Reclamation Slope and Highwall Evaluation Report, which describes the same geologic units as 600 S.Airport Road,Building A,Suite 205 Longmont,CO 80503 Phone: 303-651-1468• Fax: 303-651-1469 DEERE & AULT CONSULTANTS,INC. those at the Cannon Lands site. The strength values at the Fort Lupton Pit were back calculated from a local displacement during mining, which is analogous to full scale shear strength tests. Table 1: Soil and Bedrock Parameters for Stability Analyses Moist Unit Effective Effective Unit Weight(pcf) Cohesion Friction Angle (pcf) p (degrees) Overburden 114 150 28 Sand and Gravel 130 0 34 Slurry Wall 110 0 22 Fully Softened Laramie 120 0 18 Formation Bedrock Fresh Laramie Formation 124 500 20 Bedrock With these conservative soil and bedrock parameters, in our engineering judgment it is appropriate to use the lower Factor of Safety requirements as outlined by DRMS in the current Policies of the Mined Land Reclamation Board (DRMS MLRB, 2018). The slopes at Cannon Lands qualify as Critical Structures, due to their proximity to the railroad, the Evans No. 2 Ditch, the Platteville Ditch and Highway 85. Accordingly,the Factor of Safety requirements are detailed in Table 2 below: Table 2: Recommended Minimum Factors of Safety for Stability Analyses Recommended Analysis Minimum Factor of Safety Static Slope Stability 1.3 Seismic Slope Stability 1.15 FINDINGS Slope stability analyses were performed on ten conceptual models of the proposed slurry walls at their maximum sections and in locations with critical structures (e.g. gas lines, railroad tracks, etc.). Their locations are shown in Figure A and the cross-sectional analysis figures are provided in Figures 1 through 50. Section numbers indicate which mining area the analysis is in. For example; Section 1-2 crosses from Mining Area 1 to Mining Area 2. The following table (Table 3) summarizes the results for each section: 600 S.Airport Road,Building A,Suite 205 Longmont,CO 80503 Phone: 303-651-1468• Fax: 303-651-1469 DEERE & AULT CONSULTANTS,INC. Table 3: Slope Stability Factor of Safety Results Summary Calculated Factor of Safety Name Seismic Rapid Draw Rapid Draw Full Reservoir Conditions Down Down Opposite Full* Section 1-2(North) 1.86 1.17 1.73 1.73 Section 1-2(South) 1.86 1.15 1.73 1.78 Section 2 1.91 1.18 1.67 - Section 3A 1.89 1,20 1.60 - Section 3B(East) 1.93 1.17 1.63 1.64 Section 3B(West) 1.86 1.18 1.70 1.73 Section 1Aa 1.92 1.20 1.67 - Section 1Ab 1.93 1.19 1.65 - Section 4A 1.94 1.21 1.61 - Section 4B 1.81 1.17 1.61 - Section 5 1.89 1.16 1.66 - Section 5-6(North) 1.91 1.20 1.71 1.72 Section 5-6(South) 1.89 1.19 1.65 1.60 *The"opposite full"column is the condition where the section contained two mined areas,which contain hydrostatic pressure on the opposing side of the section. Full reservoir conditions represent the most stable cases. All the analyses meet the DRMS requirements. CONCLUSIONS With a 3:1 mined slope and a minimum 25-foot slurry wall offset from the mined highwall, the conditions meet the DRMS minimum factor of safety for critical structures. The current mining plan meets or exceed the minimum Factor of Safety requirements. 600 S.Airport Road,Building A,Suite 205 Longmont,CO 80503 Phone: 303-651-1468• Fax: 303-651-1469 y .•.,:,,,,,,,.-.-- ,,, aS'• snzsn& *,yy, Y 's:.. -... '�'+ 1 ' N, •4 I — `, \ TOTAL 25.38 ACRESf ! t a s 11 Le 2- BACKRLLEA-AREA 15 08;AgRES-3. t - \. `+ '"t \ 1: t 5 F' % `"' I .- ': MININGA . 41;� 0011--"F::5::::"'' '.;- '7,:" ; .. _ _ 1 3�{ ", 'CFt7ER-50.93 AREA 6 i / 1 I I ` § ! . ..........\ ;' ; . A 1 .RIG ;AERESf / , C`4 #' a.. z TOTAL 94 49 -d "° i MINED 80 11 ACRES � x • F„t-1 $E ILA 1' CRES P(10 FT, L f i d" ! / TAE TAL 21947HCRES± ,1 �y , _ g 1JRRY WALLLENGTH 6100 Fi' / ,1 1il i ' / ` /- , 'A iKA.Udr A..'1 .02ACRES } { 'T* -- y4 4854 tx 5)5� P. p t 1 MINING'AREA2 1. l.tl 1S k tii ii - Y4'" i ,�,4 TOTAL156.10 ACRES± ;�\ .t t k 1j _ f ,. 'I l,' :MINED 121.64 ACRES f z � ;1' -'` MININ43ARE. A ,:1•1:N1/-1-1 , f� s / - _ 1. rnTAt 4S,TUACRES$ d r --WL-4846 t r•:. �r-7 � HIGH WATER—119.12 ACRE5tPOTENTIAL d,,,. - x � � � u �,'� !., � 4 -.. g8'8(Y''A'0126S�tk'# '� r .�� t 1� SLURRY WALL LENGTH 9,950 FT t � k fj !:11v.,:\ ..{ -- 1 ATER 3716 ACRES+PO $ 2 _ r 'i \P;1a,-1', SCURRY WALL LENGTH 6,200'0%1., H . - t ,f t" ii i.. e• 1 t WL-4659 f .fi ASE 5 A t t -'5''`-----../ ! ---..."5;''''')§,Y,1).5-:,t11,-. .. i 4'- . -G07AL .38ACRES± _' 1 ° r1 .. I r'' A5 J . _,,,r• �$i I 41 ; 1 `x11 7 : CKFILLGD AREA 5.78 ACRE5± 3 F i fi,,v _ MINNGAREA3a IIirit i iiii I' ,. +€F*W - T, y i1., it l —'�- a l-11 • TOTAL 73.98ACRES± MINED,;67.54 ACRES �` - — r < {, t 0 It`F y 77•31 ./.7,74,--4,§k,-;;••7,-,,,,,,,,,:•••,•••,-;;;,::::'-- �„ - .::: 'tay 3 HIGH WATER—63.66 ACRES:4 POTENTI iL, 1 i� H4�111. 5 r J1 'y' i y I } i r5, S. "x -=\ I SLURRY WALL LENGTH 7,850 FT iy�{' ;' ' -'; r,�, 'N }t : .;.3'"� ._ 3 • AWL=4062 :" - \\ L S , �\ I e. § PHASE 4 6 ter ...‘,.N., l i k '...,'....'.0..'... !I ` a - TOTAL2650ACRES$ lix i . jr S \A:-`\ \ '' 7' I al 1 �A�K�FI 1�ARE^-1S79AGREES x '\ zry l ,�• s '5 / MININGAREA1 `f 41 '� ' , -F-Tk rt�Il li., \ 5 S TOTAL 78.56 ACRES � j ' ,., .3„,„tI , I . MINED 66.99 ACRES± \ \ i I 97('� �� 3AP3,,,!!!,',.''..,-;.:,.i 5 ., f '' PHA$E4-A \�� a ,„...i"?::::::NIGH yJATER 65.42 ACRES_POTENTIAL � 5 r ij;, MINING AREA-4 . Ii i� . p ---ii-11,,,,,,:ti," ,.,'‘‘-'4,.. S.�URRN WALL LENGTH 6,310 FT Z��it , 1 _ ii 1I a d Ili' to 3,:" TOTAL 58.97 ACRES:f I i41i ' t :!.1 TOTAL 40r,1 ACRES₹ 11,S WL-4849 `a, \' t) ll j I , , BACKFILLED ARFA33.58 ACRES± \ u loin: i j MINED 49.80 ACRES± t1 •.«s �� \_. I, i 1 HIGH WATER 48.54 ACRES#POTENT-IA - k � e r 5.b ± - \ 1 J I I i 1 jw SLURRY WALL LENGTH 6,359 g 1{ `'` r. 36 .g r;',',,A.----4,; c 1 L ti7I.`' i5 .a i I WL-486X t'\t{ t t`i s mil> 1.:111111'J ` �' i'I.� I a A ,.t g ti I'tr ii ..1tj1, a i 11 , t {t I t.Cross Section Area Figure No .aa a v ,' a e 1 PPt' ,, S ri E 4A , �{�� I 's\-\ � t w 1 Figures 14 ..� W : 2 Section 4-2 \ 2 Figures 5-8 "11'z'1.;',:„:1',11:11,-,:,11:11-X,„11,1,1:;.',11...1.--4,.„1 ~� 4 ' Section 2 2 Figures 9-11 v. _ :',,,,,...'5,1-9,',,,,, 'a.�v' Z +".1 - I ', t 1 1 I 14.a t '44111. 1V k1�I ''j t 1 '= Section 3A 3 Figures 12-14 i ': \ ii9),11.,,,i1-,,I"'' { I ,i,„':.:;11,,,,, \ % R. 1 Figures 15-18 � I i t P� .j 'IJ 1- I ' 1 riYt It Section 3B 9 := --1 i ,�V i I 'N I': 1�'11 Ifl�l s a 3 Figures 19-22 - �� : ,„7F ! - y, - - = ` Section IAA to Figures 23-26 - `. 2 \g,. z' N.� 1 .'. w ys •1 JOB N0.0201.041.00 _ Section IAA 1A Figures 27-30 - . .:. .a':., v. _ak-W.v.:A. x-.< ,u'. : :4�k ., .+ko .M,,.atse��: ;x. ••••••• .. •• , Section 4A 4 Figures 31-34 0 300 600 CANNON LAND Section 40 4 Figures 35-37 SCALE INFEET NOTE SECTION LOCATION MAP 5,5 ci Section 5 5 Figures 38-41 FIGURE NO. 1. INFORMATION SUPPLIED BY LG EVEREST DEERE Si A U L T Section 5-6 5 figures 41-04 IN CONCEPTUAL MAPS DATEDI I/14/2019. j ' l,f 55 , ' A 6 Figures 45-50 -� �� s' �''" ! DATE: JAN.2020 I scale: AS NOTED Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 'i Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Gas Line 1.86 Mining Area Mining Areal 25R—ft.' IF 108 188—N Water Level:4849 ft sk _. Water Level:4846 ft 1 3 ✓ 1�1 ^;=Liv-wvfiii•,::...:. .. .i1.72 ,4;;;;g7ii5;.:Zi7;;AUFgaSfwlitg.V.T7.rpg2i5,4-.19$W,iviiMfygO,Taiii,,,,72 -2,Vffgrie9NRWCOMATEriNrrEST, �,r�� R' ,...?� �� mow, 'i".. ��':.. ';, ._ �"' '^..�s ...x. �:r.: ,..�, .. .� ` , �, n-` - Y �.: , ,,,. ..v' e� ri&'"�,. ": ;; r *3'„,. .:?„ .:.�' '. +s; wu „.1. .1s „r„„.. ': »' � DEERE & AULT I Cannon Lands Slope Stability (Area 1/2) FIGURE No. Max Section Full Reservoir Conditions South Water Resources,Civil& Ceotechnical Engineering JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened ill Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 lil Slurry Wall 125 100 21 120 Gas Line 1.15 Horz Seismi.Coef:0.09 P Mining Area 1 Mining Area 2 n 25fl-I.] Ia-108, 18ft-0.1 Water Level:4849 ft a t Z. r„ i' .fin,_, �. Water Level:4846 ft 3 1 .ice. DEERE . A U T Cannon Lands Slope Stability (Area 1/2) FIGURE NO. Max Section Full Reservoir Seismic Conditions (South) 2 'CON SLIL.` ' .NT INC. \`dater Resources,Civil&tsecltechntcal Engineering JOB NO. 0201.041.00 {DATE 01/15/2020 I (:\0201 LG Everist\0201.04I Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ▪ Bedrock Fresh 124 500 20 120 LI Bedrock Fully 120 0 18 115 Softened ▪ Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 El Slurry Wall 125 100 21 120 Gas Line 1.73 Mining Area 1 Mining Area 2 2511 If-10 . 18ft-IN 8g 1 3 '".9144111 1 .. a net . , � .��. ",�' i` • ;ti,� , � � � ,sue'. ..:€P...a. ;, . . :.:. �., „<., .�,.�..� .:: �::.:. :.. =,� �� '< .,�,�...:: �z .�r ,.,..., ;.�;� �...,..., s� .:�.: fit'" x� �.;, .;,.�, : • :.::,a � �ry s•:�#1 y�z2� ... .�. , � s :<,w._. � a':.`�+«r; ...q� d .�'. , x �' °h'✓t. � ,:: 4 �£:.: �≥L >.. : . �, �; '� �'.; .... ,.� .... K° w� fir.. ERE & AULT Cannon Lands Slope Stability (Area 1/2) FIGURE NO. Max Section Rapid Draw Down (South) 3 crier ztno i-,e , C f 11&(7.1cortchnical Ei11"1[lctri.ny JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areal-2.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (0) Unit Wt (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 'll'l Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Gas Line 1.78 Mining Area 1 Mining Areal L. 2511q H-1011 18R-I.1 MI ,"'« Water Level:4846 ft 3 f 1 I 3 ,�.,�.. ..��, ;��"' a.;^� ; ";k:; ." .:.nK ,� m y�- ,.:77f.`:1„---,,,-;;-: =r �„ w« °ate'" x-P � � � ..: � .K mgr �.:�w. ��.:,. . �x ;s�"1� ..g� ^..:, .. . ,.x.� , ..�.: ..r,' '� l` �.. :v �, ... : T, ,� � fi„ z>>; ;n:.,..ea, :� ��..:r; ,� '5.z � .. ' .. ,t?,�:',,,•,,' � II.,',::: ::: ,,- .N s. ,<. n,>s .... ..<,�. ....s. 3v w <-a.., ..`,. > '.:.P;;"1,-,,,';',:;, ,7 s kl. � �:. .r. :.;,. �:... e .. .. �<er'� . m. ' �: �r �'.,�Y.;� a2 r-. �a,�, ,� „ �? �A.. �.. ,,,,..,,,,,,,,--,-..,.:,,A,:.--: d ..; �� `� ,.�:'�. °� ..�.�.S. fir,.$: S v'.� •4 ..�N: a - .s ==e.F ��:.. F�^'§ :: ;e � � � 'may` r ��r`"' "g `�. ,y�-vvna� P. v �� .r��'r .S. �^:}�' � � �� ,€ �,� �,s ;�... . `�: � .�r�. ..,e.. .3` '_ DEERE & AULT Cannon Lands Slope Stability (Area 1/2) FIGURE[~iO, O- - ., t� �, ' Max Section Rapid Draw Down South (Right Full) 4 \\' i-Water Resources, Civil St(ieL rechnical Engineering JOB NQ. 0201.041.00 DATE 01/15/2020 i Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pef) Above Water Table(pcf) NI Bedrock Fresh 124 500 20 120 I Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Gas Line 1.86 Mining Area 1 Mining Area 2 ,a 25n ►i Irion N cart Water Level:4849 ft Water Level:484611 • 741 ors :.... xsn.. a "v ?a x .�' ::.:: .:X°';i a ..'3�:�w 'fi,'•rY.::; is✓::'�x:�. nZ..... f ,-..... ..... ....... ....."._ ._i .. .r ... .fix.x... ....... �X. '.4.'if'�'. u'. ' .� .. ... .... ,....... ...., .. .. ......�". � .. ..... .,_.. .t... �Sra... •: N'r .. .�....... °�'` 2` ........., .... .,.`�.,.�z�...... .Y'... ... ........... �..a, �. e.=x�.. p aim...x. �!J.!'�f xi� ...,-. _ ,. ..,'�.. .,. .., ........ .. n�. .. .« Y .. ....... as r.... .... ...^+k₹h:: .. .. <,: � ,�i ..,.< ...r,,... .. .... w >r .... i. ... :r.......x. _� ,z_.x :?.. s✓v .. <_t. .2 r .. ........Y ...., a.. ..��. y. .. � ...... _.n:.. .. ..... .. z... fie' .^ ......... „.. .. ... :.S...... M�.•b,.. Cannon Lands Slope Stability (Area 1/2 FIGURE NO. ynyx = j x - y Max Section Full Reservoir Conditions (North) 5 Water Resources, Civil&Georechnical Engineering diIR No. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (0) Unit Wt (pcf) Above Water Table(pcf) ll Bedrock Fresh 124 500 20 120 Ea Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 • Gas Line Horz Seismi•Coef:0.09 1.17 Mining Area 1 Mining Area 2 -..-:-.::-. ..,.,,..,:::77: . 6:''.''.: . .. 25ft-q N-ittt r tan: Water Level:4849 ft p , . - Water Level:4846 ft ,.ff.'s. m -,r. .r: •.o .,a.att'a .-_ DEERE U Cannon Lands Slope Stability (Area 1/2) FIGURE NO. S Max Section Full Reservoir Seismic Conditions (North) 6 Water RtNtnirCe5,CM].SI.Georrcclmi i.tl Engineering JOB p, 0201.041.00 DATE 01/15/2020 ;. E Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (0) Unit Wt. (pcf) Above Water Table(pcf) • Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 ▪ Slurry Wall 125 100 21 120 Gas Line 1.73 Mining Area 1 Mining Area 2 X108 18ft—►i 3 1 3 1 ^tt:�:`.>. .,,5 ....� , :W.', ?. ✓zv �` .� :...."E £`.. '. �� ..,'f+ ' .. .�, 9"'�k .r:Y,r,,: <:: P � 5 :. ::<"�: ,ax• �t g J �,�' "_,'¢ � ..•� <, .:.< .,.. ,a a.� .:,. '� M, „�_w ,,.. ,.':err a:cn�� ...,. ,..x �, ,a:,1" ._ :�� .„:x:.. ,.: ��. 1' s . .;R x,.. DEERE & AULT Cannon Lands Slope Stability (Area 1/2) FIGURE NO. Max Section Rapid Draw Down (North) 7 Water eS,11.1TCCS. eiVil 'z C,eOteChniCat En=girICeri11+d ,I06 No. 0201.041.00 BATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) MI Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Gas Line 1.73 Mining Area 1 Mining Area 2 w, 14-25 ft-1 IF 10 ft 188- ►I Water Level:4849f. -- ' .. tom,r • � , '- a"ri -1 r 3 1 .......... `ems ti 1DEERE & AULT Cannon Lands Slope Stability (Area 1/2) FIGURE NO. u, - Max Section Rapid Draw Down North (Left Full) 8 Water Resources,Civil &G'eoteclanicat Engineering JOB NO. 0201.041.00 I DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areal-2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ll Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 Mining Area 2 1.91 e l', 25ft 1 Water Level.4846 ft 3 .K 1 I kink • DEEREAU LT T Cannon Lands Slope Stability (Area 2) FIGURE NO. Max Section Full Reservoir ConditionsCONSULTANTS, INC. 9 t1`er Reiiourct:s, Civil &Creotechnical Engineering JOB NO. 0201.041.00 I DATE 01/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Cannon Lands SS-maxsection-area2.gsz Color Name Unit Cohesion''!I Phi' Constant Calculated 3:1 Slope Weight (psi) (°) Unit Wt. (pcf) Above Water Table(pcf) a Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 Mining Area 2 1.18 Harz Seismic Coef.:0.09 C. 25n-61 s ` -. ,; a \',._, - , w.r.. Water Level:4846 ft :.- 3 ' 1 f. . , Vii: cANIIIIIIL_ _AIL � ? , DEERE, AULT1 Cannon Lands Slope Stability (Area 2) FIGURE NO. Max Section Full Reservoir SeismiCC)NSUL:rANTS, INC. c Conditions 1 0 Water Resources,Civil Sk.C toted-mical Engineering aas NO, 0201.041.00 DATE 01/06/2020 Q:\0201 LG Everist0201.041 Cannon Lands\Slope Stability\Cannon Lands SS-max section-area2.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ▪ Bedrock Fresh 124 500 20 120 'P,' Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 100 Mining Area 2 1.67 < 25ft -i ' 3 Pn. :as. _ , sjN - _ - - ,. '�« k e,..,, .. :. ....::�.. ,a::::3 .,, ..<........h-.. ...., .a' .......n.. .,.. .�^.,. ...E...,s. s ..:.:::.:.. �sg�> �:r�+';sv�. "r.. •^h Sz.%°> <q�.,,,.a£�^;^`�, ".'.�H, ,z .srte. si: ;:.:.£3�.> '.ii�"" x:;:Xs:e)< <�. A � £.! , s,'�<y�< 'bT"x::<'k<`,:.::��:✓-'i„°rTi;Y';•n >�x.r:;� ,�,:� :,.e> ...L.t ,x. ':��:'. .,:::... .m,"Ham.;mss . � ` .„ . .. ......... .. .... .5. .,..:�, s fit.....,:.» .,....�:;.;R:�..,,..:,�-' .:s:::... c�rf» .�-..". 5 ` ':'�sx a., , . . {-f"-' s,,,..... , ,. .. srt.w:..: .::..":� �'�""��'.-" s .. ...,.. ....r < ..i,. >,, k ,,,t. ,... ,,... � .... ....... ., x...... , . ,.. P.^... -<.. ..��>. «:.tt..:::.:. a. : a<, £::93i, , x.§z.......... es�'' .... A„ .r,. . ,... > ., , 3'.. ............ �S�'z"' �._.�..:y .... ^≤: + P.>tt ..., »ax,.Yana a≤a ^r,f.45 ..... � �.. ......... .......< ._ ,. ao.. .. �.: ..... .:... s.,. ,. ≤.::... ..<.::..::.:,s .,m,., ...< ,« ..a<. ,. '. .. az.n{Y'tt<.gs..s .,n. '.'g'a, ,.r„ �'. J,-��<.-•,� "'�n ''''''''' ':;"';A:;:7'::..::..:<',::';:‘.'";.'" � '�` '.., .x, , r ,,.n o.. ss^ � .:sou..:.::. �:..zt,. §§ F'f".'� �.�?:r'S�i�£•':f ..,irr"*.'.. � �O.< .<(.�?a ,u✓� 1.. : ��yy.s- � ,::u, .<,::::, .✓ .. .....a :.,.....: �J ,u ,tea,. .<�.. E,> �.. ,',2" „�e. Exnry;ti i.t,':..�'.';�P:.. "<�'..'-0'�sti3«' .. ..1<:.::: { .=X......... .. .. >. ... .K". ✓>,:: .:,..8<..',sa x,,:x..: Enr.......�s.,,.. ..:sti)n'r' �»�L'..xJ'..>z ,� .:sue:s-x't •�:1� � y` 6p .J3F.> . .. :�':�sx.. <",..✓3: ... :k?. ' �� .5 r r '#xxi<« r/, z 4a •'tu'.r:.. ,, `�.x.z g�. ?Y ° *.$'xi;.•- <: . � .... .:.::::...:::.:.E', �tiY° � � �::..._ .v.o - £, 2,.. .. .i ...., .. ,g rc.,r.. .. .,.., �.. < .. ,>.� > E .,< . .x''-.-----,.., .... , 'b;. x.,..��,:�A..C≤.:..-. �W��s DEERE & .. U L T Cannon Lands Slope Stability (Area 2) FIGURE NO. ^,,,;,,,,.75., -, ,, „, < .,-„• , Max Section Rapid Draw Down Conditions 11 W :er Resources,Civil &Oeotech nical Eniiineerinti, - JOB NO. 0201.041.00 I DATE 01/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Cannon Lands SS-max section-area7.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ▪ Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 120 / Road Way Property Boundary Mining Area 3 1'89 Surcharge(Unit Weight):460 pnf 37 ft { a 43 ft -15 tt— Imo—25 ft �i Water Level:4662 ft 1 .:x':'="__:�•:w:.'.'r.o"=:'.d's�,;;s,'.,-d _..:r..x.r.�:.z"=o<'xs,.,�.;,,....��-...::...�-;.:;»:.: .... .... ..... .2;-,�va..�;;.';,`�,`�`. _ ff ,..._>x, ,..... .. .. .. .. _� .. .. ..s:. "..,- tea, 7: ..<, ,..... ....... . ....�... :. <..<.... ......... >,. .. r:.,...,... vSz. VAS: y , ,fl <. ., .M....,....._. r'�,r .... .. ".....,. .... ._. Nom: :.:<; k tea,,,.,. ...... ., 4T<z,>„ .................... ........ >,.K.. ......< ..... .,<y .... ...>..�<' ... r..<., . < ..sr.,.. .�-..:.... s.� §�.. �Snle ti.e{<"�. �e ... ,. k.....+,...... .€.. ,.�. ..::. .. ..... ............ .. .,.._ .. .... .. ,., ..:z'.... ..�. <'moo<�.'a. ', ,. :'-s:.. ��:s;. ...'; f,,.,€ ... ; ,...`s�.,�<.r'�;!__,.1...,:._._ .�_:�,...€� Fa:..........«._.,..._,..............e<.:�a=...:a�..�sa„_. i....> ,-., Cannon Lands Slope Stability (Area 3A) FIGURE NO. Max Section Full Reservoir Conditions Water Resources, Civil&Ceutechnicat Engineering ,meNo. 0201.041.00 I BATE 01/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3a.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 J Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 / Road Way \ 120 PropeM1y Boundary Mining Area 3 r Surcharge(Unit Weight):460 pcf 37 ft .1 r 43 ft Horz Seismic Coef.:0.09 .. ....: .,., .. 15 ft 25 Water Level:4862 ft ...../ r ..,,✓ ,. &. , .,,. ....,, #� xx .< , .......::..x:.:,:.,{..,., .,,,�4, 'r'-s:'xr y.. „..�^:.,:-".;'4'v'x: Y�}'c F:-': �} r> t . .,E. ... ...... ...Y, r ... . ..„ <...,............ a, „fig? .::.::.<- ..... .. ..a. .. ._ .. 9 .. ij f .s...u. ,K/' g..q _ Z`.<.... ...� ...<. ....... ......... .... ........ ..... . .:,.. max:.: � '�.... ....x', .. • �'... _. fir. � ..... , .... ... .. ....... .... x ,,,sr `. ,.< <..... <..... a ...._,.. • 'Y � � ,3.:... vim. < r% ,:.,. ... . . ,<..... a;-.. ,c. ..., ,,. :. .r,. ,,.,,. . ,,....wu s .... ........ u ..,:.:>..r:.. .. 5:..s"xy,„•„s,.�.�..... .,<-�;-:>. .�t,.".�� .._„d:��'"�= `:'G,. ::".?J, .. .............4`r s.H. . .,. ....... ,. ,a:,7.,. .:u ,,. ar :::_.e.. ._.... .e.. ... :. , .,,.r,< < <.. ........ ... do . ................,,. .,.3 ,o.. " sr a ..:,+....,., .tt. se<. � ....... .... ...gk ., ,a,...,v:.t,...<._,.,.x'£,. ......."Y...,,_,3 ................., .. ... r�'.x,�n,�. G✓:_.:::::::..::.... ,. , m DEERE & AULT Cannon Lands Slope Stability (Area 3A) FIGURE RO., -----------------------,--• . Max Section Full Reservoir Seismic Conditions 13 Water ,esource$,Civil&t ieat:chnical joB No. 0201.041.00 I DATE 01/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3a.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 RA Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 / Road Way \ 1.60 rty Boundary 0 :460 pot Surcharge(Unit Weight) Mining Area 3 37 R 43 H 1 Prope N-15ftl �25ft� ,,-,r,ras - .gig ... G .'`<,v ::, ,'; •� , , :;'�:' •✓� � °� �.- xis" T�cr. _ r' Cannon Lands Slope Stabili Area 3A FIGURE NO. DEERE . . L p tY ( ) 14 C. - Max Section Rapid Draw Down Conditions Water .e,,otar,es. Ci vil& (iti,rekhryiL, rincerin jI)F3 Na. 0201.041.00 DATE 01/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3a.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) • Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 120 1.86 .e--21 ft Mining Area 3 2519 rl'15.033 81 Mining Area 1 .-25 ft 15.033 ft' Evans#2 Ditch I II Water Level:4862 ft < Water Level:4849 ft `. - -'. 1 3 v I .. :...... ....,E <., ,,.,...... . __ ,{_.<........... ........ 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DEERE & A U T Cannon Lands Slope Stability (Area 3B) FIGURE NO. 'V ;' Max Section Full Reservoir Conditions (West) Water Re51..3urce , Civil& Get:lcechaical_Engineering jos so. 0201.041.00 1 BATE 01/15/2020 i Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3b LEFT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (0) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 1 Bedrock Fully 120 0 18 115 Softened il Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 1.18 Horz Seismic Coef.:0.09 Mining Area 3 +—Zift '15.033 ft r 25 ft Mining Area 1 4—25 ft 15.033 ft" Water Level:4802 ft Water Level:484911 3 h a IMF;»_ ._'Y: Y. 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'" -s^•z:' x....',-'-'''.5.'-''..'-'-',,r ',_._a_,�...re.. �>�., ,:s�_ >> n �< � �,. ,,�. ,x ...... .e;. , ,;<.x�,'..:�..,.,�,f f , :i=�"3 ,,..�n,� �� ,.„ t ::::> 'sa z• x,,,aa,a.�:„n„x,.:,�a,s,4��.::�: .,......:�...«�,......�..._'ru ._......>...,. '� .,,� -,. ....�< w.: ...:.. , .a;:% ,<:.�::'x.� DEERE & AULT Cannon Lands Slope Stability (Area 3B) FIGURE NO. , Max Section Rapid Draw Down .� �:, a (West) 1 7 ix v, u. Water Resources, Civil Si Geared-laical Engineering JOB NO. 0201.041.00 I DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3b LEFT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) IN Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 1.73 --21 ft—. Mining Area3 —25ft—. 5033ft Mining Area 1 25 ft '15.033 ft y Evans#2 Ditch I Water Level:4862 6 3 1 . 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'>� ::Siv: ,.°$._..... s . ,s<;a. cra�•,s>aa<¢ ..............,,..,...s.e..: .»,a s, 3'. 1. <,....A,... x... ..�¢ :. .:;..r,:.�,:;. a,. <zz � ,rz � ,L.ss.... .... .. ^F4",r:-:;: .;,�r�...�c>„,., . €.. -;a <.r z2.s .>"."�..,.::�°sv..,> %Ili$T... ".,....,;;,:.;r,>,.,. ' " DEERE & AULT Cannon Lands Slope Stability (Area 3B) ' FIGURE NO, •z-„ ----- :: '-' .:':,, •: " 2- ,, :-. Max Section Rapid Draw Down West (East Full)# 18 Water Rewtitce5,Civil&Ci-e re:hnical Engineering JOB NO. 0201.041.00 I DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-area3b LEFT.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) MI Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Mining Area 3 1.93„,;,::',:, +--21ft IIr 15.033 1t1\ F25 ft - Mining Areal 25ft.n r15.033ft� Evans#2 Ditch Water Level:48625t N t , �..� ,x ,-.... ...�.< .F. . .. .,ate. ............... >�.....�.,:�t:'��' 4 _£- ,. ..d n:........ . .:9r t.. .,.,. .. ,b . .?"< ,.... .�,#`. kZ<,,,_ T,..,. <. .&.... ,,....,. .... .... 44, .d.... ..fi:..., ....�<.. �::,�,�"•. 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In ':.,=y:�: „.<.„<,<._a``�. .li' ...F.k... .,<.:,€.�..d�<.<r ,,,Pd....,.,,..,,:::.. b � ,�.. <:,.�,1. ..�t<�&;.»rrt�a„x..�.. �..." >�'..,w,:�:.a>,t.s'<n�'.>,», ...,,�:�•r'.-" �'t Sr `�2�� ..'bx�t 'd: : <:�t7,�;".,"��, ,, Cannon Lands Slope Stability (Area 3B) FIGURE NO. 19 " --— Max Section Full Reservoir Conditions (East) Water Re t,urce;1.Civil &Gevrs>Mica) Engineering 0201.041.00 1 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-area3b RIGHT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 • Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 MI Slurry Wall 125 100 21 120 Mining Area 3 .1.17 (r 21 ft 15.033 ftl 26 ft • Horz Seismic Coef.:0.09 Mining Area 1 20 ft Evans#2!Itch Water Level:4862 ft • y ;r DEERE . A U L : Cannon Lands Slope Stability (Area 3B) FIGURE NO. CO INS LI L Nx Section Full Reservoir Seismic Conditions 20 �� : � INC.,� (East) Water Resources, Civil co. ( ecarechnical Engineering JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3b RIGHT.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 OP Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Mining Area 3 1.63 21 ft 115 033 ft 25 ft -01 15.033ft Mining Area 1 r--25 ft r Evans#2 Ditch JiL .. _DEERE (Fs. AULT Cannon Lands Slope Stability (Area 3B) FIGURE Q. CONSULTANTS, NC. : Max Section Rapid Draw Down (East) 21 Water Resourceb,Civil St Gtor_echnica.l En{gineerin- JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope StabilitylComplete\Cannon Lands SS-max section-area3b RIGHT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Mining Area 3 1 64 • r-21ft-+� 15.033 ft" 25ft� Mining Area 1 r-25 ft- r 15.033ft� Evans#2 Ditch t DEERE & AULTCannon Lands Slope Stability (Area 3B) FIGURE NO, N T }. d Max Section Rapid Draw Down East(West Full) 22 Mater Resources,Civil&C3eot:echnical Engineerir JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area3b RIGHT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi° Constant Weight (psf) (°) Unit Wt. (pet) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 Ft Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 / Road Way \ Property Boundary 1.92 37.513 9 33.015 ft 43 ft Mining Area 1A ' '= '• -- --,. -J�`-��''x..F� .__ Water Level:4855 ft • Cannon Lands Slope Stability (Area 1Aa FIGURE NO. CONSULTANTS, Max Section Full Reservoir Conditions 23 Water ResotirceN,Ci sii&Oecatechnicat Engineering JOB NO. 0201.041.00 DATE 02/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAa 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 -u; Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 / Road Way \ Property Boundary 1.20 Horz Seismic Ceef.:0.09 O 37.513ft 33.015ft 1 431 y Mining Area 1A „_. - . ^ wa4 Water Level:4555 ft Erl _" ',F ,_ ` nx .....r �y. ... ,, i y ...r..Y._..� .... .ZS' M ... 3�. ,... ,, tiffs.z. s �1 <ai .. .. .i.. ...x. .s ,.�i&£:n::::....,,, ..4.„a.:.. Yx.......s:..'S. 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Seismic Conditions Water .eso1urc ,{:;i=1 4 core-)ta ica1 n;�it'a rit a JOB NO. 0201.041.00 DATE 02/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAa 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) • Bedrock Fresh 124 500 20 120 • Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Road Way / Property Boundary 1,67 37.513 ft 0- '4-33.015 ft 43 h Mining Area 1 A wE.. _ _ ..9 <�.. : ... <„. :.::... � .�.. -�` <. .....� �, "'x :.::._ � _,..�'�' .�'. ,<'�,...>�. ,rte ..,. .:_... -� _ �� o»~�i:;x ....�•:_.,m:.M";R;<F. ........ . ..... .. . n . � : ..:,. ::.. s ...,..::e_._ .,., .. .c�^,'..�.r:. , ....... a ,7= "�:..,�_ t lr� � v's: �r......._a <'rk 3•rt_ r�...<z.'..:.ti. : , ._.._. ., ,." .<M... .. . xk �' a.. . .n...It/ „< ......,.,. ,..,..... ... , , , '�,....�'t' .�:':�ro- v-s.: �.lRs'ts"�`� :::NJ^:d/,•':�'. a .. ��. ,,,........ s..... sir. " 4........,. .. <,sb. ,v ' ;�, r .��::,.......:,,,,., Y. ... .. ,,sF.. fi.._k.,.,< ..�' <..,.h <,. ,<. r,r.. .Px i bps.'. .�. ....a` ,,H"—d .�: ,. .. r' .a�a, x,E, - m <��r ., ::,:._ _<':� x:'��,�:`,�::�:' r.>stE :,�.�:.....:... ..us`... ...., , a , _f<:, ",i"' >°E:i'x" ..r�,�..�.�::�- ^ �3.... ...... sx:,'4.'.. .::r'=.""'.;:s, w:y,,«.eEx E a. _. ..�:�a�, ...> .... .,. _ .. t...,.. .....5 .,.,. ._ #E ,.. .... ... ,ame ..:.....,• ;; •?.>�''�' '^�:��s Fs .�., ss`�� 'i., ...ter,'.�.:��:.��:'..._'r.' E`,�%x� °&a`,. y.; ...... .. ..... ..... < .,. ..... ..... . .._ v., ;fir. .. ....:. ,.. ../ ... �-�' 2 z..... ..��'` �'r; :�.:.: i3'. ><: F.tj. y'; <,z.�'xh-i i`:�...., rs„x4Fk�' �ti�Ss'z 'r1..: � . . .... ... .. .. ..' .. .... ..<.�. x ......... ,. ._ •'� , ::. ;ter ^r ,� ..:�'�., 4y, >r ., .. ... .. ,..... .... .Za'; ., ,._ ...... ., .. •:gym x ,.1 W DEERE & A U L T ' Cannon Lands Slope Stability (Area 1Aa) FIGURE °� x�xi � - -' - Max Section Rapid Draw Down Conditions (Adjusted) 25 Water Re-otarcer, Civil.&Oeor_cchn Lca1 En,i,necring tt No. 0201,041,00 DATE 02/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-arealAa 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ▪ Bedrock Fresh 124 500 20 120 I Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 / Road Way Property Boundary e1.64 37.513ft 33.015H 43 ft - Mining Area 1A inin :. � s. .r ... §re.• ,.. ..,w-, ., >:; �. � ,' .............. ✓-....,Y,;^-x .. .. �.nv +a: k & r°X;'.��z:��l�i�a;£.ss::... (,.: � t�T.:. .:.'�.r' ...... , ...� ..,.:..r., Hs,r,,.:".. .. €�.�. ..,,er..h.� � ..... .>. ... -••••• ,. ,.., •.. . - "< .... .. .. ... ..... .a= ,.....z. .. _,. .., ...... ......-......a ., , ...... x ��sr,..-ax :, a.:�.- -5:,, 3'n,r"'' ..s�?h=`�-,„�'r,,: ..� . .F .., :.,":..,. .,,�..... ys r _ '�:.; ,>�7 �m;� ,ms`s-. 1��x %Zr .i�s� "' . :., ,....:��,... �..y �.:..:.,..;::.:::,_ .<,�.. �_...5. „�::.... ; ,.s,v,,...a.�.�..�:�.x �' ' = `'hM F» ^ �w'•:�°r � �;.. `�'" C.t � ..a d DEERE & Au { T Cannon Lands Slope Stability (Area 1Aa) FIGURE NO. 26 Max Section Rapid Draw Down Conditions Water Resources,Civii& . eutet13nica[ Engineering JOB Net, 0201.041.00 I DATE 02/06/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-arealAa 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Mi Bedrock Fresh 124 500 20 120 Eg Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Property Boundary Pipeline ROW 1.93 41 ft Mining Area 1A ' ' ✓ ,.,, ,. ., ,,,, ,» .� ..3 s � :.<.' .. ., Water Level:4855 ft - ., E. .. .'� .. .... < .. ., � ......._ <x:....... .. ..:::: .:.�, ,..: §�. •x'.•:��i"�::.h ,,. :iii�`h"' .. DEERE & A U T Cannon Lands Slope Stability (Area 1AB) FIGURE NO. ,: -'a , Max Section Full Reservoir Conditions 27 Water Resources,Civil&Ceotecl-inical Engineering JOB NO. 0201.041.00 1 DATE 02/07/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAb 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (c') Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 €K Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Property Boundary Pipeline ROW Harz Seismic Coef.:0.09 1:19 41 ft Mining Area 1A c 'v Water Level:4855R '44IIIIIIIIIII4444imimimibihbh..., .�........ lam. „,`4 .. .............. :>., 'yy .. ,.. ._<.. rye. .<.x .:. ,..a .<�. ... .:.,.,.. .,.,�:..:..:::.:::.::.:a:::�:r��;��:. '-s•..�.n��pxr:r' �,�,'r, DEERE & A U L T Cannon Lands Slope Stability (Area lAB) FIGURE O. n�� 28 ,, MaxSection Full Reservoir'y. �. ;; Seismic Conditions Water ye .urces Civil&Geotechni.cal Engineering neering ' jog Am 0201.041.00 DATE 02/07/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAb 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 F Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Property Boundary Pipeline ROW 1.65 41 6 Mining Area IA � s., -x""�'-'_ ��„�' � „' , ,ice. ��x'�-:�:�a ` '' �'`•w � .��.r:� �t' „'�.k.::.�' __,: t,' s .v^ ..�x�.�r.8 ;� �6 �"?;-.u;xp �. �:.°'r :' ;"�'z '..�..r `-..�... :s �r..n� <� n? :.¥1, : ::�.. ,�5' .:::;<� .....� ._.�,r a',.:> ' �:'�':. .'•T �:.�a.:z��r{::�'�u�.T :.3r� �r"«� x rtt a P :; DEERE & AULrif Cannon Lands Slope Stability (Area 1AB) FIGURE NO. ilvc9A-41 � Max Section Rapid Draw Down Conditions (Adjusted) 29 Water esour4.t , Gfv.1 Gei.tr«hnicat EngineeringJOB NO. 0201.041.00 ATE 02/07/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAb 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 I Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Property Boundary Pipeline ROW 1.63 416 Mining Area 1 A • ' •-__.__ �_..__-- _, .:___-. .__�._.__ ..� a-�._. -__-. _ _._._.. __�� • DEERECannon Lands Slope Stability (Area lAB) FIGURE NO, CONS LIA , Max Section Rapid Draw Down Conditions 30 Water Resocurr er,Civil& Geoteehnical Engineering JOB NO, 0201.041.00 DATE 02/07/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-arealAb 3-1 slope.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 RR ROW 1.94 Surcharge(Unit Weight):460 pcf Mining Area 4 r_15fll �25fl� .» Water Level:466211 . • 610 DEERE SA. AULT Cannon Lands Slope Stability (Area 4A) FIGURE NO, Max Section Full Reservoir Conditions 31 Water Resources, Civil&Gekrrechnical Engineering JOB N€!. 0201.041.00 I DATE 01/21/2020 Q:10201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-area4a-ROWAdjusted.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 `=t Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 RR ROW 1.21 Surcharge(Unit Weight):460 pd Mining Area 4 Horz Seismic Coat:0.09 r_15ft_ I' 25a 1 4 ,. :. ,,,,,.„. E "' jc Water Level:486211 1 r ,. :go i.a µt 3' 1 DEEREA Cannon Lands Slope Stability (Area 4A) FIGURE NO. CONSULTANTS INC. Max Section Full Reservoir Seismic Conditions 32 Water Resources,Civil&.Oecar_ec_hnicat Engineering ' JOB Na. 0201.041.00 1 DATE 01/21/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area4a"ROW Adjusted.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 ▪ Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 El Slurry Wall 125 100 21 120 RR ROW 1.61 Surcharge(Unit Weight):460 pcf Mining Area 4 re-15fll N 2511 3 1 ' y_¢ •DEERE & s P AU LT Cannon Lands Slope Stability (Area 4A) FIGURE NO. CC)NSULTAN TS, INC. Max Section Rapid Draw Down Conditions (Adjusted) 33 Water Resources,s,Civil. CGeu echnical Engineering ,tU NO. 0201.041.00 1 DATE 01/21/2020 O:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area4a-ROW Adjusted.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (O) Unit Wt. (Pct.) Above Water Table,(pcf) MI Bedrock Fresh 124 500 20 120 GI Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 RR ROW 1.58 Surcharge(Unit Weight):460 pd Mining area a r-1"---1 25 ft ,1 ih ii If 1 i ,R•. fi2. y ...... 4 .< .- ..a r ._<. ... ......... ,E... � , .,<..<,.,, xx ,...,<...< r _.,a� _ " . I .. ..}-�«. , 's d`�¢s,'" eA1:':.. .. ... , .-',',"-:.:,k''';'5';'--, , n ............ .......�i( .�:'�. _ a azsa_ x. ..r «.<.. «. o-„>�.. ,.. <,...a...«J .._. 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"s.... >. �,a*'�: , ;'a:7Y,: ..::4'fix F;� -` :��: ... fin. ..1 <.... , .....n , ............... ,.,. . <... ,.v. ,<........ . .... ... ... , .x..� ,. ........,wry":?k. x:�;;�.�:�:��' s., <...„ .vim ------ <,«x ....._„_<«,. , Cannon Lands Sloe Stabili Area 4A FIGURE NO 3 Max Section Rapid Draw Down Conditions $ 34 Water e AlT•C S, CiVii&Cleated-in ic l En0neerin J06No. 0201.041.00 I DATE 01/21/2020 i Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area4a-ROW Adjusted.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) • Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened ▪ Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 ▪ Slurry Wall 125 100 21 120 1.81 Platteville Ditch -an it'T €aa� �2sn r{ Mining Area ._.. :,.�: „: "•<i:.,-"�_ �e�3�.._. Water Level:4862ft ��'•'<3::°3^('+a..'5: b�255yy Yk 6 x 0.0. s, « ....._. • ... .w� . x..,.. . ...,rx • „„ -, ;.:::::..r.:.:::r<:.::«:::::.,.....:. s<, ,,. :O, �:�.,zW •Vs ,s'::•�. ,. ,.. .. .._ . •>...�•:x war:. ... ;' • • 5 ,£" ..n.x..>• <, r r x .x....tt.5.. <a. ,.,;�, } , ,.,yam,<m��,'s': '� n1x„4 .:vs?�:.< «rr' •'�:" x.,.. • >.r15'.,; <..rm ✓ ::S`5,..�$. .,Tx.<ax ,. > r.r t.. 4 .. .,. .._. .,.¢.'3,_ .. _. .-. .ty.G y. :::Y`Yf. �9�:'?.`.�` �:':dL .< �,' zr >:'... ,zS 3<'. x.. 3 � .a .. .. ._,.<,,i^:,-..-$'b,:?«.;. �'ut :4, <�� '�.' `•.<TnnZ:�;rri:`�a:xz' 'r.":'₹e':. ,.,�aazs, • _� x "_r_a.°.. .;.Y�...:�::. .. ,;��°"�:`*; 3"a�..N-� sri<...°h- a...�ys ... .:��.� s! `::a�:: .,r,"<.. .v,� x;�'s:��:... :� %��'^€,s'-.,<.rg Y < .. .., a.. R- r..K c " � "." .�' .: ;` t�f,�rt��'`'..l:� ,Y_.'�_-•E :.::,f<'¢ `.:%�'^'r a 'o:Y.>< .:..v :.> �, .. -. n � ;;r,`>:,s, '�� T ex �'y: .."<z�4,ty ,x Q�; w.< •.�" :`?Yn%'X"°'. <. ti < .�t r ti.<X��' x.�.:�.. ...: ....s' ...:... ...:�r:.R •. +, ' > �<�a >.�. ....<r. ,s„� ,.c.""` nom'•.`=•:�,�� .rT. >to- �..:�,.: �., ..,.�, ,x,x:, .w W,.,, � r�. a, , ...-a ,� r >₹. u.,A fi a<,� ... -. '.+P' sat 4;,a Gr:�, ,n ,,,> ...... .. yy fFT ,r 2 <ti�3.J',r rr?f�;': ,k'� s•�' " `:s . .::.,, ,.,.:W,.^r� ,."-.�to.,' «:::.......:..k., ..y�' ..-:. �.. .. $�'' _8•; x..e< <�:"rn .<a..y.. .&'- `F��;;;,g>,:.ssrg';, :<..` DEERE & AU LT Cannon Lands Slope Stability (Area 4B) FIGURE O. • Max Section Full Reservoir Conditions 35 Water Re.,uurces, Civil&Ceutechnical Engineering SOB NO. 0201.041.00 DATE 01/09/2020 Q;\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area4b.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ▪ Bedrock Fresh 124 500 20 120 RI Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 120 1.17 Horz Seismic Coef.:0.09 Platteville Ditch 11 22ft ►4 mre-1 252 ► Mining Area ""' Water Level:4862 ft •• `--- - .. 1 . ..-- ,., d .... ... ...... ..�._.... ..._...rat..... .. ^::-_,,. ., { •��". ��;.�� is ,✓fix:":.�. x x ..<.>�:✓,. ..'�.;�...EP « .: v » .,. x ..£ £>..E ,x ., �'..,. . .. ,,.:.. .> ...... .Y 'g.g7��;:'s. .�s<�a"ter �.. � ..... ;. :-, ..... ., <...................}a a ....... [ .... �,u,'. ::........ �t :��".. . . . .. .. ...,. ., �. �a a nn:. ..,ar. .. .r e ...s .� .......... .x..... :z. .�5....vv.s .r .............. .._... �aY� ............. ..,. ed'x.=°I ar. .�> ..:xn..E.........E ...... .._ ... ,. ..: ..,. .�. ............... .,...... ........ ,. ,. ... �..r::=-�+:�:a:R .. ..... .... >...:.. � ,. ......E. ;..... .. Eregs...t ......... .... A............... ux: .t E _£......tea'. u.. u. �. .0 .... .. 4. �...., ....._�..._ ... .. ......w< �Ex^.*d .t.. s...... s......, ....:� ... "?r r........ .... s. _. .: .a:�. ,. .. .-r...:... .....::. a. .rah.::::......A. ..:..fr,,.. .,�... a ass ... ..x.::.:✓"A�Y. ...... �, ,; .'�Y....ffi .2$ ... ........... '� ....... .L,i r ... �.�R�;i%�:�� ..g�i >,,,,. ....... ...... M`... .... .... .......... ... ..........: ,,,: ........ ... a .� ...... :'is"". :...k"„ ..iH ... x r ,.� ... & ........✓ ., �.+,.. ...4 .. ¢.. ;�s. a .h r.......tt btt.. �. S.....��".... :�z. �:}�'��k'�". E..+'.,4�:""y?�3s� �`F;+'.5+2 <. ?f .. ,. •. ... qq ... ..aE ,roJ�£. � ., ......`.�.n;b .:..::: +.x.....:.4E�:�.��:.. � :�2��Y�� ..:.(:J.. ..4 4. '.#%`E,��;E< fri:�. 4 p f ..u.._..:.�::, :>..x:_=_:y.,......... ..... ..,.°L,:... .., ,:.. ..,... .. ..x>.,r rF .. ... � �>w.a.k., 'fi....«�ta. �n€,. .,� <arr ��„�:�^'q .,.�.,.a.._�:�''z�"�'r•'DEERE & A U L Cannon Lands Slope Stability (Area 4B) FIGURE NO. Max Section Full Reservoir Seismic Conditions 36 � E Water Resources, Civil s`fst Geotechnical Engineering JOB NO. 0201.04t00 DATE 01/10/2020 Q:\0201 LG Everist10201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area4b.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (0) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 1.61 Platteville Ditch r 22n it. 18 ft .o n. Mining Area 4 3 • = s _ DEERE AULT Cannon Lands Slope Stability (Area 4B) L FIGURE NO. cotes Lam Max Section Rapid Draw Down Conditions 37 ;it_'r Resources.e Civil St Ce t clnical En irreerin JOB No. 0201.041.00 € DATE 01/09/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsection-area4b.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Bused Uthues Pipeline County Road 22 1.89 263 Mining Areas ��,, Water Le�ml:4559ft 3 , 1 • .,,� ::, ... .. ..::.: >.-.:,.,,,,.,,,.:.:: .�. aa,-;:.:...:�..'T1:,��t •tie:�&z. :aT �.,.� �.� ,�,� .v��. ��;�;.§„r;r.�r.. ,......,.. ...,�,. <....,... . -...fir .. �,... .. , . :::. ... ., ..... s .. .z,rs�'h,,....... .. *D......&k Ai"' r ............. .. ....... ....... ........ ... . ...... ......, .. �'. t. ...... :?;;;-":711A-,;,"... .a , _.,... � ,< r_ .�...2.u�v...<..._..�1.,.,a....`.�r...�,......:r... ........<X`�f't�.�' ., r.':'•'.� ........... ,...3e..::. uus..::'': ',.._..w....3........ DEERE & A U L 1 Cannon Lands Slope Stability (Area 5) FIGURE NO. • n ; , :,u: Max Section Full Reservoir Conditions 38 £.�<..-...3. -: •_-.-,::.,mss. . ..: :a - ". .. ' eer Resources, Civil&Oeoteclinical En inerring ' JOB NQ. 0201.041.00 I DATE 01/09/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Cannon Lands SS-maxsection-areas.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (°) Unit Wt. (pef) Above Water Table(pcf) il Bedrock Fresh 124 500 20 120 al Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 120 Buried Utdrties pipeline CcurAy Road 22 1.16 0 269 ' �-15h� 36.50 Mining Areas Horz Seismic Coef.:0.a9 Water Level 4659 ft ,i; I li ....Y:' xa. ..::::.:L:.:.mr:.., . _ ,,,.., ... .+, r'rt':Psi. ._;... 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Max Section Full Reservoir Seismic Conditions Water Resources, Civil&Geotechnical.Engineering JOB NO. 0201,041,00 a DATE 01/09/2020 Q:\0201 LG Everist10201,041 Cannon Lands\Slope Stability\Cannon Lands SS-max section-area5.gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (`) Unit Wt. (pcf) Above Water Table(pcf) El Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Buried Ut*ties pipeline Cour0.y Road 22 1.66 26ft - Fl5ft7 30.5ft Mining Areas ,;::: ..,.. „ ' , ' . ' w ,. 'DEERE (St AULT Cannon Lands Slope Stability (Area 5) FIGURE NO, , � "lC1' - �, Max Section Rapid Draw Down Conditions (Adjusted) 40 mater Resources,Civil St.Geotechnical.Engineering 1016 NO. 0201,041.00 1 DATE 01/09/2020 Q:00201 LG Everist\0201,041 Cannon Lands\Slope Stability\Cannon Lands SS-max section-area5,gsz Color Name Unit Cohesion' Phi' Constant Calculated 3:1 Slope Weight (psf) (0) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 Le Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 120 Buried Utth5es Pipeline County Road 22 1.58 • 76 ft ' F-17 r 30.5tt IgiiiiNanMming Areas ....... ....,...,>..:...�............l..........r......�......5.��..�2+..tiM .. „(phis, op f. 1 ' , iiiiii ,...______ , », <.,�;•"s.vF:;e.gx::,,;:>r.>,x::.� .uw-:'�..: �� ,a. x, >`.;x�e;"tie'' �'�'�: ;,.,,,�' "�: I!:,::�, ..,...:.x :. . .. � ... .::::.:... ........ .Y ... n 3.2 ;X ... ..�r 2..., ...:..:::::si.,. :.> ,..:.7 -,. , , . ... ........_.........:ii:>s .. .. ........ ... . . ..<t.. ,- ';��i..:v. .,.rte.. ... f. .. .. € s... ::';_ ....._._....,:. 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(pcf) Above Water Table(pcf) IN Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 Utility Corridor 1.89 Heft' I 22ft 1'8ft►i MiningArea 5 4 258 ► 4 38 ft a a 25 ft ► Mining Area 6 Water Level 4859 ft ' Mar Iti I • • .. .... .... . .. .., , *- .>;a�-r;gin ,;,:^-'z::�. . <...., ,. - :.x .x....x, e .e. .,, tg t zu '� ,...........�.. i.. ....., ,. >.. ,...... .. .......<. a' ,. .._:-. �... ... mss` ., a �, ..,................ . .. .. , . . .. ,.............. >t .�� ;:� .5 .. ... .> .:,:,.:z..,.,........,,...... .<a„,<.K.,u. ,,, s .sy:_ ,_ � :_,f. k.. s'�x.. ,s„ LsvP ;«f;`≥:,n::.:.:M. nX:,ag,•';;,,:- .:.:rte,..:" ,<. :i. .. - ,:,., .. � ..,. :, ..,.,,yyam�. < s. ,.,.fie, � •,:...: ... ::.::::.:.:�....::.., ;:;�'�"- .-. ;:r+:,:: � :�"'..:. ;,�,:-�''y ;:.��,...... .,... ,..<. ... 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DATE 01/15/2020 l Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areas-6 LEFT.gsz Calculated 3:1 Slope Color Name Unit Cohesion' Phi' Constant Weight (pst) (°) Unit Wt. (pcf) Above Water Table(pcf) Bedrock Fresh 124 500 20 120 . E Bedrock Fully 120 0 18 115 Softened il Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 Utility Corridor 1.60 l a0 1 220 1'8ft►I Mining Area 25ft r 38O 1' 1 250 Mining Area 6 ii ia / ,,--:-.:---47,- a; ; idiii:.:', 14 xY, ra�:r - ___,.. �,. . , - ,<... .,,�. ,ter .... •.... .... ,,,. 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A U L T Cannon Lands Slope Stability (Area 5/6) FIGURE NO, „ 45 rtx , ;.„$-i ;: ; ---- Max Section Rapid Draw Down South (North Full) _ Water Resources, Livi1& Ue 3rechnictia1 EngineeringJOB No. 0201.041.00 DATE 01/15/2020 i Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areas-6 LEFT.gsz Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 ill Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 t.i Slurry Wall 125 100 21 100 /Utility Corridor N8ft•N 22ft 1 8ft►I 1.91 Mining Area 4 25 ft I 38 ft I, . 25 ft r. Mining Area 6 `- Water Level:4854 ft 3 e P. • ; IS 'ilt .. <c DEERE & AULT Cannon Lands Slope Stability (Area 5/6) FIGURE NO. CONSUL:I-ANTS, INC. Max Section Full Reservoir Conditions (North) 46 Water Resources,Civil& Geutech.nical Engineering JOB gip. 0201.041.00 i DATE 01/15/2020 Q:10201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-maxsectionarea5-6 RIGHT.gsz Color Name Unit Cohesion' Phi' Constant Weight (psf) (a) Unit Wt. (pet) Above Water Table(pcf) • Bedrock Fresh 124 500 20 120 iii.: Bedrock Fully 120 0 18 115 Softened • Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 100 Horizontal yield acceleration=0.09g /Utility Corridor I eft,I4 22ft 1 1.20 i ene MiningArea5 ' 25 ft r t 38ft r 25 ft r- Mining Area 6 Water Level: ft > I c ti ix a" . .. . Tom' . ... a ,a....::.:::. ..:<7: § >. ...., ... . . . p... t •.. . •„„----.•..,-••••__••••••••.„------,r......,,. ,.. « ».. . ... � � t`k ......�......� : -.... 3 ., , :3fi .,_.�x=n .>2 .. .-... . :' .._" .....................�........_,.:.... .._. .., ... 't, �� n ��yxam�•r ..... w ...,...'>y., '�<...<.... ..,..:v;.<,....u' ..S...,....+... ,.3> .. ;,,...,., d°<. gP`r .. Tx -� "}'t .:: ',"i'3A'n.:vk.'.:•: '� "�;1. 8,:''n.b.'S-;::;. .,. .., } < - ��• .mod. ., .... -.. ... ,�:", _ _ � � � x ;�xixx<:��': <: ..¢-r € > ..•:.. .& ...<:.::> 6,'''''',.'''''''''''t1:1='"':''''''''' '''';'''' '''''' ..V� .a»">,h.... ,,.„.✓an.., .e...,� �,> n.�,.�. ..,. �.,.-�,.. ...,�".H�.<.� .3�� .......-< .<......;.. .., .". ", ,,.�...<... .,x..... ..,.. : .,..... t .E�'. ?r� .>�<_<<.. ..,t>..,....,<��.........................i�K�...... .,>' �f? DEERE & AULT Cannon Lands Slope Stability (Area 5/6) FIGURE NO. t..., ..>:.-.-. :r <:.,,,:„!.-,.-�,:" , Max Section Full Reservoir Seismic Conditions (North) 47 Water Resources,Civil&Geotechnicat Engineering JOB NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areas-6 RIGHT.gsz Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) ' Unit Wt. (pcf) Above 'Water Table(pcf) Bedrock Fresh 124 500 20 120 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 /Utility Corridor ' Naft.11 22ft 1'8ft►1 1.71 MiningArea5 I 25ft ' r 38ft ' I' 25ft r' Mining Area 6 Et rii k, id IS N 3 1 M1 > . ifl ltii -,.z:..:.. 1:..,.< ....,: ., .,Fr...:,/� ,.<.s.....x7.:n:::a:.:.s ...,.,. :..ate.:>xY?.::z, ..^k. ;;�':'r ea?%: '.w,. .%z:'. F;f::..:::��a"�%%" .•.,, , .,>x ., i x. x{_, ,» .v.. < fim...«�., .3.x.c. ...,�, < v:,, w< ...........:>:::..... ..... �-S&'l �"'✓M:s:r',�s. 4na?r r _ .... .4 .. C ... < ,...».. ....r .» .<... .. .x Y T ,., t.... .., : rum ._ .. . ,> ' . �.,.,„ :.:, ,.. .. > ..... ..r ...... .. .... ... Ru<... RR�.. � � .... ....,... 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',:buy:u':. bY'�u�'r'� e's^.rFt..Sffau✓�> »....«...a........»s,� .,<1.:a:n ,...�'a .,>#,.. ..,,..... ._...,.,......... .w.,. _...,w.aw.x�a. <�:,M»::,:,:,.•, ::«,�,«:-.:...Y:s:'� :.�x... .,x_«..<.<.....<.x„<..ax,x.�...,.,.,>n«..x..s,..... <»...F- ,_„' ,:;"~�««�'Bt Fr.'_'�T'�::x�^x-.:.:,,-._.'. ".,�.". s„>. .,.m.n:aF-a�.'3�-��_��...,:.,.....» ..«..,-'^t5w: DEERE & A U T Cannon Lands Slope Stability (Area 5/6) FIGURE NO Max Section Rapid Draw Down (North) (Adjusted) 48 ' ,r'11er Resources, Civil&:.Georechnic .l Engineering JOB €1. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-areas-6 RIGHT.gsz Color Name Unit Cohesion' Phi' Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) IN Bedrock Fresh 124 500 20 120 IM Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 /Utility Corridor N8ft,(A 22 ft 1 8ft►I 4,1.61 Mining Area 4 25 ft ► 1 38 ft ri . 25 ft -1 Mining Area 6 P. 1:1: 64 1 sa 4 1 .r_ .a ... ....._>r.,.....t.z z'... .. .'� ..... .. ... ....} ..t £ ,...x................,....,.., .::.'.Y.,. �.4'Ta Y,p'3,. s „ 1 .... . „e z .. .,s / ..,� :".. .,. ,a ay. .x.. >. sz ,x's < << > a. . .< sue, ,....t, S ,. $. ...,.G � � > X... .......... f,� <„.. , ,. �r k .. >it xs x- �.��, y.�,. ;..x...x.. .. � , <T }{ ..,,, x.. .. . .:.... .'zs > .. ..;ps_ �ma-' ... ..-.:, {.,..:..r,:....x< ..,,, .,, 'i",i ,<M, ':a:k.;�x; xx�",`�,�:��; �Zx "§ t,....x. ,..., ,';��.F> .?',o " � !, x 'r%:,= 9, '�a> ��-' ?r:xk ;::.�:��:;�ee��._i•;.: g,^. ♦;"sr , .,. .<:.:.x.<n <�#:,.,,' 4' ':�. �, 8'.'•yr'v::y.{: ..zs>n�-rx'':.,.Y'... r.....::. : 4,�}?�.�. a .. ..,:.::�...4.:.:":., .. �x: .:... .:, :.s¢� _ ......�su 3` y� ;, ..n x. .. . 4 _ - .< .:.:.,.. ... .. re;�w<,:.. '� -'wars' ; . e'r":...... ��.f . xF, ,,.. x.. , x ��r, , < ., , �c ..:,:. , .fix. �;�";;. '£°��a : .,� ,,... .:s,<..,s ,.,c,. iz-�'4:�"ss. ,a�,,,,„>.,.„., ,.!� ;�...< ''X,':',6",,=4,:::: �.:::.:...¢�: ::::::::-,'"-i,2."6.!-':'",:::';-:f.>: „�,s- ..:,a-:`. '£�zx:.x.y::::::.;.:r & , -:rte:,'.r :�-.` >�. � . xxT ?_ � .ate � -,a>:.., .- .._ ..`�� ... <�as..........._,a .F ;. .� .. �.off.a�. r •ice M DEERE & A U L T Cannon Lands Slope Stability (Area 5/6) FIGURE NO, ' o> ,t" Max Section Rapid Draw Down (North) Water Resources,Civil &Oeorechnica1 Engineering JOB loo. 0201.041.00 DATE 01/15/2020 Qr\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area5-6 RIGHT.gsz Color Name Unit Cohesion' Phi° Constant Weight (psf) (°) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 Li j Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 Slurry Wall 125 100 21 100 /Utility Corridor 1.8 ft 11 22ft l . 172 iBft Mining Area 25 ft 1 i. 38 ft 1.I 25ft ri Mining Area 6 DEERE & A Cannon Lands Slope Stability (Area 5/6) ° r ENO. c)r U TA.N` - , IN(2. Max Section Rapid Draw Down North (South Full) (Adjusted) 50 Water Resources,Civil&Otorechnic;al Enl.=in.eerin 1©8 NO. 0201.041.00 DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area5-6 RIGHT.gsz Color Name Unit Cohesion' Phi' Constant Weight (psf) (0) Unit Wt. (pcf) Above Water Table(pcf) ® Bedrock Fresh 124 500 20 120 12 Bedrock Fully 120 0 18 115 Softened Overburden 114 150 28 110 Sand&Gravel 130 0 34 125 • Slurry Wall 125 100 21 100 utility corridor N8ft,I 22ft 1 1.59 8ft►I 0 Miring Area 5 r1 25 ft 1 r I 38 ft r1 r 25 ft r- Mining Area 6 4• r P. c 3 1 DEERE & Cannon Lands Slope Stability (Area 5/6) FIRE NO - t I° A NINC. Max Section Rapid Draw Down North (South Full) 51 Water Resource ,Civil Sz. CeLtrrechnicai Erigirleering JOB NO. 0201.041.00 I DATE 01/15/2020 Q:\0201 LG Everist\0201.041 Cannon Lands\Slope Stability\Complete\Cannon Lands SS-max section-area5-6 RIGHT.gsz COLORADO Division of Reclamation, Mining and safety department of Natural Resources RECEIVED 1313 Sherman St. Room 215 Denver, CO 80203 FM 1 ?)20 WELD COUNTY COMMISSIONERS NOTICE Consideration of 112c Construction Materials Reclamation Permit Application DATE: February 18, 2020 TO: Weld County Commissioners 915 10th St Greeley, CO 80631 RE: Ragsdale Reservoirs, File Noi* M-2020-007 Please be advised that on February 18, 2020, L. G. Everist, Incorporated, whose address and telephone number are 7321 E 88th Ave Suite 200, Henderson, CO 80640; (303) 287-4656, filed an application to conduct a(n) Surface mining and reclamation operation, at or near Section 18, Township 2N, Range 66W, 06th Principle Meridian, in Weld County. Please be advised that the permit area may be located in more than one Section, Township, and Range. Affected lands will be reclaimed to support a Developed water resources post-mining land use . The application decision date is scheduled for May 18, 2020. A copy of the application is available for review at the Weld County Clerk & Recorder's office and at the office of the Division of Reclamation, Mining and Safety. The application, as well as all other permit documents, can be found at http://c1nrweblinkistate.co.usidrms by searching M2020007 in the "Permit No " field. A user guide is available to help first time users of the imaged document system and can be viewed under the Imaged Document Data section at http s://www.co]oracle.govldrmsldata-search. To be considered in the review process, comments or objections on the application must be submitted in writing within twenty (20) days of the date of the last newspaper public notice. You should contact the applicant for the newspaper publication date. The Office will assume you have no comment or objection to the proposed activity if none are received by the end of the public comment period. If you need additional information or have any questions regarding the above-named application, please contact Eric C. Scott at the Division of Reclamation, _Mining and Safety, 1313 Sherman Street, Room 215, Denver, CO 80203, by telephone at 303 -866-3567 x 8140, or by email at Eric.scott@state.co.us. M AP c5A PvIcRev ; t4' ) 20 .1. 04q3 off q 3 03 / i 12.Q ouri /2.0 '1313 Sherman St. Room 215 Denver} CO 80283 P (303) 866- 3567 F (303 ) 832.8106 https : llcoLorado ,govldrms -71 Jared Polis, Governor I Dan Gibbs, Executive Director I Virginia Brannon, Director for '� 7321 E 88TH AVE., SUITE 200 HENDERSON, CO 80640 303 .287 .4656 L . a EVERIST, INC , www.LOEVERIST.COM RECEIVED February 25, 2020 FEB 2 8 2020 Weld County Commissioners WELD COUNTY 1150 0 Street COMMISSIONERS PG Box 758 Greeley, CO 80631 Sent via Certified Return Receipt Marl - Certified Mail # 7019 2280 0000 8318 2995 RE : Public Notice Letter — Ragsdale Reservoirs , DRMS Permit # M-2020-007 DearWeld County Commissioners: This letter serves as public notice that L. G. Everist, Inc. has filed an application with the Colorado Division of Reclamation , Mining and Safety (DRMS) to obtain a permit to mine and reclaim the site known as Ragsdale Reservoirs. The site will be mined for the natural sand and gravel reserves and will be reclaimed as developed water storage. The site is approximately 643.30 acres located within portions of Sections 7 , 8 , 17, 18 , and 19, all within Township 2 North , Range 66 West of the 6th Prime Meridian , Weld County, Colorado , The property is generally bounded by Weld County Road 22 .5 on the north , adjacent farms on the east, Weld County Road 20 on the south, and the South Platte River on the west. Currently, the property has several land uses, residential , grazing , agriculture, and '1 and production . lU oil a nd gas p.1I �JUuction . As an Owner of Record (landowner, adjoining landowner) , Right-of-Way Holder, or Easement Holder - within 200 feet of the permit area - you are receiving this Public Notice Letter and a copy of the Public Notice text as required by the Colorado Division of Reclamation, Mining and Safety ( DRMS) rules. The DRMS requires this Public Notice be sent to landowners and/or easement holders (within 200 feet of the permit area) when an application is filed for a reclamation permit. The attached Public Notice contains a date by which you may file any comments with the DRMS for them to be considered during this permitting process. (Note: If you also own a permanent man-made structure within 200 feet of the permit area, you have already received a structure letter from us.) If you have any questions about this notice , please contact Lynn Mayer Shults of L. G. Everist, Inc. (303-286-2247, lmshults@lgeverist. com) or Steve O' Brian of Environment, Inc. (303-423-7297, Environment-inc@outdrs. net) and we will be happy to answer them for you . Sincerely , L. G . Everist, Inc. Lynn Mayer Shults cc: Stevan L. O'Brian, Environment, inc. attached: Public Notice Vicinity Map RagRes-Cannon-DRMS-ExO-PubticNotioeLtr-3O-Feb2Q20 7321 E 88Th AVE., SUITE 200 I HENDERSON, CO 80640 111 303 .287.4656 L . G . EVERIST, INC . WWW.LGEVERIST.COM PUBLIC NOTICE PUBLISHED NOTICE OF APPLICATION AMENDMENT FILING FOR A REGULAR ( 112 ) CONSTRUCTION MATERIALS RECLAMATION PERMIT L . G . Everist , Incorporated has filed an application to obtain a Reclamation Permit with the Colorado Mined Land Reclamation Board under the provisions of the Colorado Mined Land Reclamation Act for the extraction of construction materials . This application is for 643. 30 acres to be included in the permit area . The mine is known as Ragsdale Reservoirs (Permit It Ms202O-007) and is located in parts of Sections 7 , 8 , 17 , 18 , and 19 , all within Township 2 North , Range 66 West , 6th Principal Meridian , Weld County, Colorado . The proposed date of commencement for the mine is 2020 and the proposed date of completion 2040 . The proposed future use of the land is developed water storage . Additional information and the tentative decision date may be obtained from the Division of Reclamation , Mining & Safety , 1313 Sherman St . , Suite 215 , Denver , CO 80203 ( 303 ) 866- 3567 , or at the Weld County Clerk to the Board ' s Office at 1150 " O " Street Greeley, Colorado 80631 , or the above -named applicant . Comments must be in writing and must be received by the Division of Reclamation , Mining and Safety by 4 : 00 p . m . on April 7 , 2020 . Please note that comments related to noise, truck traffic, hours of operation, visual impacts, effects onpropert}y values and other social or economic concerns are issues not subject to this Office 's jurisdiction. These subjects and similar ones, are typically addressed by your local governments, rather that the Division of Reclamation, Alining & Safety or the Mined Land Reclamation Board. Everist, Inc. Henderson, Colorado RagRes-Cannon-DRAMS-E -PubiicNoticeLtr-3O-Feb2O20 F }r 5 I a Ce • b . 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't . f' •F „ 5 • , • `' .• .rII,t 'r LT ' • • fI RIC T ' . . t " - I - - J - ' � ' • � • •• ' • • rr Lr t •. . . 5' f •i } #.}I. . • .r• ` r, J , ,• •+ .. • . r.•.. • •. -1 • . C$211Q J o.: • ' • r • ;• ~. . I . "4r : • - \ ' .. : _ • ' . . . ... - ••�' •r ,_ - - ' r .�,. . ,•�.••` ,• •fir rJ-111, . �tal . '.. •• % r _ - I •�•1" .a.- • . '��f/' !(�aj• - . . ' ' • .. rl- I ' .. . • , - �'`• • • ..5. , •• It• • •.-,, r •ft , •- '-•r r • ^ '. • ?• 5 . !., T • , .A� ,' • J -••• '1' • 1.• • • J ' !.", 'L1` .. .',•• I . ..t5' _la ' . . • -- ' ... •• . • . • y' R• . . . .. . i sea a L. G . EVERIST, INC . Ri.,N , sc. , ,bwirr 1876 76 732i E. 8i3fri AVENUE, Sure. 200 VI HEM-HM9ON. COLORADO 80640 PHONE 3O3-287-9606 * FAX 303-289- 1348 ROCK NOTICE OF FOR COLORADO MINED LAND RECLAMATION PERMIT FOR REGULAR ( 112 ) CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE BOARD OF COUNTY COMMISSIONERS Weld COUNTY L . G . Everist , Incorporated ( the ",Applicant / Operator " ) has applied for regular ( 112 ) reclamation permit , to be known as the Ragsdale Reservoirs from the Colorado Mined Land Reclamation Board ( " the Boarder ) to conduct an extraction of construction materials operation in Weld County . The attached information is being provided to notify you of the location and nature of the proposed operation . The entire application is on file with the Colorado Division of Reclamation , Mining & Safety ( " the Division " ) and the local Clerk to the Board ' s office . The applicant proposes to reclaim the land as developed water storage reservoirs & rangeland . Pursuant to C . R . S . 34 - 32 . 5 . 116 ( 4 ) ( m ) , C . R . S . , the Board may confer with the local Board of County Commissioners before approving the post - mining land use . Accordingly , the Board would appreciate your comments on the proposed operation . Please note that , in, order to preserve your right to a hearing before the Board on this application , you must submit written comments to the application within twenty ( 2 0 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( 10 ) , C . R . S . If you would like to discuss the proposed post - mining land use / or any other issue regarding this application , please contact Division of Reclamation / Mining & Safety / 1313 Sherman St . / Room 2151 Denver , CO 80203 , ( 303 ) 866 - 3567 . L . G . Everist , Incorporated . ( January 27 , 2020 ) Hand Delivered STATE OF COLOMDO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman Ste, Room 215 Denver, Colorado 80203 COLORADO Phone (303} 865-3567 CONSTRUCTION MATERIALS DIVISION OF RECLAMATION FAX: (303) 832-81 REGULAR (112) OPERATION - MINING RECLAMATION PERMIT APPLICATION FORM SAE 1rTY Bill Ritter, Jr. ,CHECK ONE. There is a File Number Already Assigned to this Operation Governor Harris D. Sherman P - M++ ' - M - (Please reference the file number currently assigned to this operatiosiecutive Director 3 rirria New Application (Rule 1 .4 _ Amendment Application (Rule 1 , 10) Ronald W, Cattany PP � Division Director Conversion Application (Rule 1 :1 1 ) Natural Resource Trustee • Permit # M- - (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1 ) the application form; (2) Exhibits A-S, Addendum 1 , any sections of Exhibit 6 .5 (Geotechnical Stability Exhibit; and (3) the application fee. When you submit your application, be sure to include one ( 1) c„ tplete signed and .notarized ORIGINAL and one ( 1) copy of the completed application form, two (2) copies of Exhibits A-S, Addendum 1 , appropriate sections of 6.5 (Geotechnical Stability Exhibit, and acheck for the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3-ring binder; maps should be folded to $ 1/2" X 11 " or 8 1/2" X 14" size, To expedite processing, please provide the information in the format and order described in this form.. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. I , A licatlo�er c rn a name name to be used on rttdt : L Everist, Incorporated. . . ---.... 1 . 1 Type of organization (corporation, partnership, etc ): Corporation _ ------ - - - -. 2 , Operation name nine r site name): Ragsdale Reservoirs �._ ._._.. . 95 3, Permitted acreage (new or existing site): permitted acres 3 . 1 Change in acreage (+) acres 3,2 Total acreage in Permit area 703 .95 acres 4 . Ega 4, 1 New Application _ 2,696 OO application fee 4.2 New Quarry Application a € uarry application 4.4 Amendment Fee maalMM amendment fee 4,5 Conversion to 112 operation (set by statute) aja conversion fee 5 . Primary vommoditfe(s) to benimpt gravel , sand ,- tgpsoil ,..- overburden , borrow 5. 1 Incidental commodities) to be mined: 1 . NA ----.. lips/Tons/ r 2, f lbs/Tons/nr 3 , 4. l lbslTons/yr - 5 . 1 lbs To slyr 5,2 Anticipated end use of primary com noditie(s) to be mined: Specification aggregates, fill and reclamation materials 5.3 Anticipated end use of incidental camrnoditie(s) to be mined: NA Office of Office of Mined Land Reclamation Denver • Grand Junction f Durango Active and Inactive Mines a 6. Name of owner of subsurface rights of affected land: please refer to Exhibit 0 If 2 or more owners, "refer to exhibit 0". 7. Name of owner of surface of affected land: please refer to Exhibit 0 _ 8. Type of minima operation: Surface n Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): a6th (Colorado) .EI 10th (New Mexico) Ute SECTION (write number): s 18 TOWNSHIP (write number and check direction): T 2 a North m South RANGE (write number and check direction): R 66 D. East ca West QUARTER SECTION (check one): NE ONW SE El SW QUARTER/QUARTER SECTION (check one): nNE a NW 12 SE El SW GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation):Approximately 36 36 miles north of downtown Ft. Lupton , CO. Approx. Elevation 4850 10, Primar Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitudc/L en gitucic: Example: (N) 399 44' 12.98" (W) 104° 59' 3 .87" Latitude (N): deg 40 min 07 sec 50 . 4920 (2 decimal places) Longitude (W): deg ) 04 min 48 sec 39 . 0761 (2 decimal places) OR Example: (N) 39.73691 ° (W) -104,98449° Latitude (N) (5 decimal places) Longitude(W) (5 decimal places) OR Universal Tranverse Mercato JTM') Example: 201336.3 E NAD27 Zone 13 4398351 .2 N WGS UTM Datum (specify NA027, NADS3 or WGS 84) $4 Zone 13 Basting Northing s 6 - 3 - II. . ,Correspondence. Information.: APPLICANT/OPERATOR (lamer address, and phone of name to be used on permit) Contact's Name: Matthew S . Noteboom Title: Vice President Company Name: La Eve rise, Incorporated (alga La Everist, int.) Street/P.O. Box: 7321 EA. 88th Ave. , Suite 200 P.C. Box: City: Henderson. state: CO Zip Code: 80640 Telephone Number: (303 ) - 287-4656 Fax umber: (303 ) - 289 .1348 PERMMINO CONTACT (11 different from applicant/operator above) Contact's Name: Steve O'Brian Title: President Company Name: Environment Inc Street/P D. Box; 7985 Vance Dr, #205A P.O. Box; City: Arvada State: CO Zip Code: 80003 Telephone Number: ( 303 ) - 423.7297 Fax Number: . . .. . .. . - - 423-7699 ----.----..__._._........_. .................... ... . . INSPECTION CONTACT Contact's Name: Lyf1f M .-SI.ultd......... .... . ---- - ...... -.— Title: Requ.iatory Manage= Company Name: L.P. •Everist, Incorporated (aka L.G. Everist, Inc.) . - -- - -- Street/P.O. Box: 7321 E 88th Ave.7 . SOte 200 _ .. ... . . _.. . RO Box: City: Henderson state: CO . . . . Zip Code: 80640 Telephone Number: ( 303 ) - 286-2247 Fax Number; (303 ) - 289-1348 CC: STATE OR FEDERAL LANDOWNER (if any) Agent y: Street: .._`AAA _... ._. .. ......_ Y City:F State: Zip Code: Telephone Number C - CC: STATE OR FEDERAL LANDOWNER.(if aryvi Agency: - A WM . street. _ _ City: State: Zip Code: Telephone Number: f - s 4 _ 4 _ 12. Prirnar future (Post-minin land use check one : 4 Cropland(CR) Pastureland(PL) General Agriculture(GA) Rangeland(n) El Forestry(FR) .-. Wildlife Habitat(WL) _El Residential(RS) _El Recreation(RC) Industrial/Commercial(IC) 12 Developed Water Resources(WR) Solid Waste Disposal(WD) 13 . Primar resent land use check one 1 .1 Cropland(CR) Pastureland(PL) a General Agricullure(GA) BE:I Rangeland(a) .. . Forestry(FR) II Wildlife Habitat(WL)1:3Recreation R Industrial/ crr�rr�ercial I Residential(RS) ( ) ( ) Developed Water Resources(WR) 14, Method of Mining: Briefly explain mining method (e.g. truck/shovel): Dozer and front end loaders load raw material to conveyors or haul truck for delivery to processing plant. 15. On Site Processing: 12 Crushing/Screening � ll� 13 . 1 Briefly explain mining method (e.g. truck/shovel): Material is processed into specification aggre ates usin crushers, and screen lents List any designated chemicals or acid-producing materials to be used or stored within permit area: None 16. Descri iio f Amendment or Conversion' If you me amending or converting an existing operation, provide a brief narrative describing the proposed change(s). ---. I. • - 5 - Mars Auld 1 xhfibit f Two (2) complete, unbound application packages must be submitted. One complete application package consists of a signed application form and the set of maps and 'exhibits referenced below as Exhibits A-S, Addendum I , and the Geotechnical Stability Exhibit, Each exhibit within the application roust be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered consecutively for ease of reference. If separate documents are used as appendices, please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6.4, 6.5, and I .6.2( 1)(b): EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Pre-Mining and Mining Plan Map(s) of Affected Lands EXHIBIT D Muting Plan EXHIBIT E Reclamation Plan EXHIBIT F Reclamation Plan Map EXHIBIT 0 Water Information EXHIBIT H Wildlife Information EXHIBIT I Soils Information EXHIBIT J Vegetation Information EXHIBIT K Climate Information EXHIBIT L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBIT N Source of Legal Right-To-Enter EXHIBIT 0 Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined EXHIBIT P Municipalities Within Two Miles EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Conservation District EXHIBIT R Proof of Filing with County Clem; or Recorder EXHIBIT S Permanent Mari-Made Structures Rule 1 .6.2( 1 Xb) ADDENDUM I - Notice Requirements (sample enclosed) Rule 6.5 Geotechnical Stability Exhibit (any required sections) The instructions for preparing Exhibits A-S, Addendum 1 , and Geatechrtical Stability Exhibit are specified under Rule 6.4 and 6.5 and Rule I .6. ( 1 )(b) of the Rules and Regulations. If you have any questions on preparing the Exhibits or content ofthe information required, or would like to schedule a pre-application meeting you may contact the Office at 303-5666.3567. Responsibilities as a Petra it eq: Upon application approval and permit issuance, this application becomes a legally binding document, Therefore, there are a number of important requirements which you, as a permittee, should fully understand. These requirements are listed below. Please read and initial each requirement, in the space provided, to acknowledge that you understand your obligations. If you do of understand these obligations then please contact this Office for a full explanation4 itti1 . Your obligation to reclaim the site is not limited to the amount of the financial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; 4 • i 6 Y ligu ....._. , 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or your permit misrepresent important material facts; 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office; 5. It is your responsibility to notify the Office of any changes in your address or phone number; 6. Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following information (Rule 3. 1A 2): a. the name of the operator; b. a statement that a reclamation, permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, Aill c. the permit number, 7. The boundaries a fthe .permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. 8. It is a provision of this permit that the operations will be conducted in accordance with the terms and conditions listed in your application, as well as with the provisions of the Act and the Construction Material Rules and Regulations in effect at the time the permit is issued.itilij_-..- - 9. Annually, on the anniversary date of permit issuance, yoa.must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation Nan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the previous year a. permit is held. For example, a permit with the anniversary date of July 1 , 1995, the annual fee is for the period of July 1 , 1994 through June 30, 1995. Failure to submit your annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the pennittee, to continue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. NA 10, for joint venture/partnership operators: the signing representative is authorized to sign this document and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application a 7 - 7 - NOTE E TO COMMENTORS/OBJECTORS: T ORS/OBJEC i ORS; ft is likely there will be additions, changes, and deletions to this document prior to final decision by the Office. Therefore, if you have any comments or concerns you must contact the applicant or the Office prior to the decision date so that you will know what changes may have been made to the application document. The Office is not allowed to consider comments, unless they are written, and received prior to the end of the public comment period. You should contact the applicant for the final date of the public comment period. If you have questions about the Mined Land Reclamation Board and Office's review and decision or appeals process, you may contact the Office at (303) 866-3567. * It • - 8 - .. Certification: As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum requirements of the following terms and conditions; I . To the best of my knowledge, all significant, valuable and permanent- man-made structures) in. existence at the time this application is filed, and located within 200 feet of the proposed affected area have been identified•in this application (Section 344.32.5415(4)(e), C.R.S.). 2. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(0, C.R.S.; 3 . As the applicant/operator, I do not have any extraction/exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32 .5- 120, C.R.S,) as determined through a Board finding. #. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class I misdemeanor pursuant to Section 18-8.503, C.R.S. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-11 2,C.R.S,, of the Colorado Land Reclamation Act,for the Extraction o,f Construction Materials. Any alteration or nio4lcation of this form . hull result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and dvil penalties,for operating without a permit pursuant to section 34-32.5-123, Q.R.S. entSigned and dated this - 44day cif --- -. '_. .:_..:. � tte. . . . y47,4000 . L.G, .verist, incorporated if Corporation Attest (Seal) Applicant/Operator or Company Name . . . .. • •fn - ' 3',r SSigned: -, z . '' .. A `5 i= Signed: :Lkiati,2,4_,Lhee. .%..‘" " . . ,. i . Corporate Secretary or Equivalent Vice President ', t , r .,, .. : . . - .. . . . .. .:. Town/City/County Clerk Title: . � : : ; �. •1..7. . :.:'" :•.: .::, :. r • Dennis L. Fields, Chief Operating Officer State of � County of r .,0S ) y. _ S Y The foregoing instrument was acknowledged before me this day of �'• _, by Matthew S, Noteboom as Vice President of ,j_. G. verist, Incorporated 3i 1 ie\J TIU . t' Y Vbr(l .^kw MA LA D �� NOTARY BL T.�.: STATE NOTARY ' LO rotary Public ID 20194021354B � .EXPIRESPAAY i 2°21n y Commission expires: Mr 'i wr..r ; SIGNATURES MUST BE IN BLUE INK You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a '' CAI r I .. 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I. ` I a•r. •Paii- 2°20 e Ong copy of an I runt ., ' I'YIir'I 1 - - • • • • r- ttJ _. .r - 1• C1y., _ , r •r . • '•� • • . •• I . 8 • iJ • . ', '. J . ' • •'a. • ' . . ,1 • ' '• ' ' '•"r •' ' ' - • ' I • , � • I •� •• i.t - ' Board • '. r„I - • • -` F • r 2 •, • I ' k ,`•• •,y - • ▪ - L• i . 1 ,cam 4 1 • •, - �,.,/ ... .t •y' I < ' ' • I A • • • I -1.,', - " _ L r; - , �. . .• •i.. ,.; I I ' ` •.(�'.- • J�a'•J .J•''.�'r,. � . ,{. .l • 'h,.' ; 'J - may' . ,' r` .• . , _ ' f _ r 1'r ' . rTa a - -.L . • _ • a ' . •"- i - }x,.•,. R 't:L., .'1 µ •-I -• ' •} 4{.•` •'Q • '1 r,�.-• •rk '•• •,.r.•,', �-" I : I• ▪ r d L - , aI I. • ' . ... - . ••I r. .J'< l' ti's a . . , `I • ,J `r; f ' a. - :' , - ., "y ,- f',' r L . G . EVERIST, INC . SAND ROCK Ragsdale Reservoirs WELD COUNTY, COLORADO Regular 112 permit January 2020 Application for a Regular 112 Mined Land Reclamation Board Construction Materials Permit PREPARED BY ENVIRONMENT, INC. 7985 VANCE DR., SUITE 205A ARVADA, CO 80003 (303) 423-7297 STATE OF COLORADO _". . . . . DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources "'"• 1313 Sherman St, Room 215 COLORADO Denver, Colorado 80203Phone: (303) 866=3567 CONTRTJ+CTION MATERIALS o x si r s t o bz or RECLAMATION FAX: (303) 832=8106 REGULAR (112) OPERATION MINING RECLAMATION PERMIT APPLICATION !01Th1 � , _ SAFETY BILL Ritter, Jr, CHECK ONE: ❑ . There is a Pile Number Already Assigned to this Operation cwernnr Harris D1 Sherman P ;t # . - T - `'lease reference the file number currently assigned to this cperatianLarm tr,�e Director 4eAl L Ronald '►fit. caw)? t New Applicbcm (Rule 114. 5) AmendmentApplication (Rule 1 , 10 Division Director Conversion Application (Rule 1:11) Natural Resource Trustee Permit ft M � - _ (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1) the application farm; (2) Exhibits A-St Addendum I , any sections of Exhibit 63 (Geotechnical Stability Exhibit; and (3) the application fee. When you submit your application, be sure to include one (1) zampk ti d zo d i' M,,fr . and one (1) copy of the completed application form, two (2) copies of Exhibits A-S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, emd a check for the application fee described under Section (4) below, Exhibits should l T+ be bound or in a 3-ring binder; maps should be folded to 8 1/2" X 11 " or 8 1/2" X 14" size. To expedite processing, please provide the information an the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. I . A ea com am e to be :tied on nertnttl: L. G . Evorist, Incorporated 1 . 1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (nit mine or site name): Ragsdale Reservoirs 3. Permitted aereaae (new or existing sltei: 643 . 30 permitted acres 3. 1 Change in acreage (+) acres 3.2 Total =rage in Permit area 643 . 30 acres 4. Fees: 4, 1 New Application $2.696.00 application fee 4.2 New Quarry Application $3,342.!00 quarry application 4.4 Amendment Fee $2.229.00 ftmrndment fee 4.5 Conversion to 112 operation (set by statute) $2.696.OO conversion fee 5. P o e : i ra el an��.... tip il , over_ ent barrow 5. 1 Incidental commodities) to be mined: 1 . NA - lbstTonsivr 2. / lb ftons/vr 3. / _ lbs/Tonsi r 4. / lbs/Tonslyr 5. / ib 'Ic, r 5.2 Anticipated end use of primary commoditie(@) to be mined: Specification aggregates, fill and reclamation materials 5.3 Anticipated end use of incidental co odic e(s) to be mined: NA Mice of Office of Mined Land Reclamation Denver • Grand junction • Durango Active and inactive Mines _ 2 _ 6. arne uaivii r of. absur use rizlits of affected land; please refer to Exhibit O If 2 or more owners4 ' rifer• to Exhibit 0' . — 7, iI+larue of owner of surface of affected land : _ ?Jt se refer to Exhibit 0 8. Type of mining operation : / Surface EL Underground 9. Lonlion Information: The center of the area where the majority or ruining wilt occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): 1 6th (Colorado) El Mexico) EL Utz SECTION (write number): s 18 rL' 1 rLl � (write numbor rid check direction) ; T . 2 _ North 17 South RANGE (write number and check dircetioi9: R 66 DB. West QUARTER SECIJON (cheep one) : 15I NE OW [ SE _ SW QUARTER/QUARTER SECTION (cheek one): NE NW SE SW GENERAL DESCRIPTION : (the number of miles and direction kw the nearest town rind the approximate elevation) : Approximately 3 . 5 miles north of downtown Fort Lu ptor i , COI Approx. elevation 4550 lQ. Primary Mine Entrance Location (report in either Latitude/Longitude , Latitudc/Lon&it ud e: Example: (N) 39° It 12S8" (W) the 5 .i' 3, 87 Latitod (N): deg 40 min 07 sec 50 (2 decimal ph w s) l rr�ir ude ( W): deg 104 mire. 48 _ sec 3 — (2 decimal places) OR Example: (N) 39. 736910 ( W) - 104.54449' Latiwde (N) (5 decimal places) Longitude( r) - (5 decimal places) OR Universal Trariwersc Mercator ICUTIVO Example: 201336.3 E NA D27 Zon c 13 4398351 .2 N UTI'c1 Datum (specify NAD27, NADUU or GS 84) _ 84 tone 13 Easting Northing __ - 3 - II. . CDrresfundencc Inlurmatiun: APPLICANT/OPERATOR (name. address- and phone of name lt, be used on permit) Contea.s Name; Matthew S . Noteboom Title: Vice President Company Name: L. G . Everist Incorporated (aka L.G. Everisl, Inc. ) Street/P .O. Box: 7321 E 88th Ave „ Suite 200 P.O. Box: City : Henderson State : CO Zip Code : 80640 Telephone Number: (30.3 i - 287-4656 Fax Number: ( 303 ) - 289-1348 PERMITTING CONTACT (if di i err nt from applicant/operator gbo n) Contact's Name: Steve O'Brien Title: President COrnpEny Name; Environment Inc _ Street/P.O. Box: 7985 Vance Dr. #205A P.D. Box: City : Arvada Slate: ..Q - . . - - Zip Code: 80003 Telephone Number: ( 303 ' - 423-7297 Fax Number: ( 303 ' - 423-7599 Ni E'ECIiON CONTACT Contact's Name: ,Lynn M . Shift - - - Title: Regulatory Manager Company Name: L. O . Everist , Incorporated (aka L. G, Everist, Inc. ) Sireet1P.O. Box : 7321 E 88th Ave, , Suite 200 P .O. [fox: City : Henderson state: CO Zip Code; .80040 Telephone Number ` 303 - 206-2241 - Fax Number: i 303 - 269-1348 CC: STATE OR FEDERAL LANDOWNER (Wary) Agency: Street: - - City ; State: Zip Code: Telephone Number: I - _ - - CC: STATE OR FEDERAL LANDOWNER ( iranv ) an v ) Agency - Streei: City : State: Zip Cede: Telephone Number: - — ^ ! 4 - 12 . Primar� future (Pest-mining) land use (cheek onel: Cropland(CR) D Pssthrelan<(PL) E General Agdouhure(GA) Ti Rangeland( L) ,] Forestry(FR) Wildlife Habitat(WL) JIResidential(RS) n Recreacion(RC) Industrial/Comrnercial(IC) I Developed Water Resources( WR) Solid Waste Disposal( D) 13 , Primary present land use (check one : A Cropland(CR) i__ Pastureland(PL) General grx ku l to re(G M FL Rungelartd(RL) Furestry(FR) W i Id l i f e l'C ubital L ) Residential(RS)El Rcerea.tion R IT IndusirialiCornmercial(EC) I Developed Water Resources(WR) 14 . Method of ining; Briefly explain mining method (e.g. truckishovel ) : Dozer and front end loaders load raw material to conveyors or haul truck for delivery to processing plant. 15. On Site P ro cesslri2: 1-1/1 cwshirtgiSmening 13 . 1 Briefly cxpleiu m[ning method (e.g. trucliAtiovcl ) : Material is processed into specification aggregates using crushers , and screen plants List any designated chemicals or acid-producing materials to Iic used or stared within permit area: Nione 16. Ocserintion of Amendment or Conversion: f f you are am cling or converting an existing ()maiden, pre ^ide a brief narrative describing the proposed changc(s). ). - 5 - Maps and Exhibits; Two (2) carnplcbc, unbound application packages must be submitted. One complete application package consists of a signed applEcation form and the set ofmaps and exhibits referenced below EIS Exhibits A-S, Addendum I , and the Genteel-mica' Stability Exhibit. Each exhibit within the application must be presented as a separate section. B 7n each exhibit on a new page. Pages should be numbered consecutive]& for case of reference. If separate documents are used as appendices, please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6,4, 6.5r and 1 .6 .2( 1 )(b); EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Ike-Mining and Mining Plan !viola) of Affected Lands EXHIBIT D Mining plan E. 1-111 1T E Reclamation Plan EXHIBIT F Reclamation Mart Map EXHIBIT G Water ln cannot ion EXHIBIT H Wildlife Information EXI'I(lBIT I Soils Information EXHIBIT J Vegetatlan lnforniatiori EXHIBIT K Climate Information E II [I3ET L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBIT N Source of Lezal Etigk!-To-Enter EXE-I E] IT D Owners of Record of Affected Land (Surf-Dec Area) and Owners of Suhstartee to be Mined E E-i lBIT P Neal LIB i cipal (tic s Within Two Miles EXE-IJ B IT Q Proo f of MaI I ing of Notices to County C mmissioncrs and Conservation District EXHIBIT It Proof of Filing with County Clerk or Recorder EXHIBIT S Permanent Mari-Made Structures Rule 1 .6.2 1 )(b) ADDENDUM 1 a Notice Requirements, (sample enclosed) Rule 6 .S Geotechnieal ieal Stability [Exhibit (any required sections) The instructions for prcpuring Exhibits A-S.. Addendum 1 ! and Gcotcchnical Stability Exhibit are specified under Rule 6.4 and 6. 5 and Rule 1 4.2( 1 ofthe the Rules and Regulations. I lyo u have any questions on preparing the Exhibits or content o r tli a information required, or would like to schedule a pre-application meeting, you may contact tlic Office at 3O3-866-3567. Res pp nsibi l i ties as a Perm iitee: Upon application approval and permit issuance, this s.pplicaticn becomes a legally binding document. Therefoee, there are a number of important requimrnents which you, as a permittee, should fully understand. These requirements are listed below. Please read and initial each requirement, in the space provided, to acknowledge that you understand your obligations . If you do jiot understand these obligations then please contact this Office for a full explanation . 1 - Vow obligation to rectah the sit* is not limited to the amount of the financial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; - 6 - 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee 10 violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or your permit misrepresent important material facts; IL3 . 9f your mining and reclamation operations affect areas beyond the boundaries of an. approved permit boundary, substantial civil penalties, to you as penal-lee can result; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office; 5 . It is your responsibility to notify the Office of any changes in your address or phone number; 6 . Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following information (Rule 3 . 1 . 12) : a. the name ofthe op rater; la. a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land REclainstion Board; arid, c. the permit number. itti 7, The boundaries cute permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. B. It is a provision of this permit that the operations will be conducted in accordance with the terms and fik conditions listed in your application, as well as with the provisions of the Act and the Cot traction Material Rules and Regulations in effect at the time the permit t is issued. 9. Annually, on the anniversary date of pentlt issuance, you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaiined to date (if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually cm the anniversary date of the permit approval. Annual fees are forth, previous year permit is held. For example, a permit with the anniversary dale of July 1 , 1995 the annual fee is for the period ofJuly 1 , 1994 through June 30, 1995 . Failure to submit your annual fee and report by the permit anifiversary date may result in a civil penalty, rc:ceation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the permittee, to continue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. NA 10 . For joint venture/partnership operators : the signing representative is authorized to sign this document and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application u7 - NOTE TO COM MENTORS/OB JECTORS : It is likely there will be additions, changes, and deletions to this document pi* i or to final decision by the Office. TherefDre, if you have any comments or concerns you must contact the applicant or the Office prior to the decision date so that you wi [ ( know what changes may have been made to the application document. The Office is riot allowed to cons Tider comments, unless they are written, and received prior to the end o f the public comment period. You should contact the applicant for the final date of the public comment period. Ifynu !lame questions about the Mined Land Reclamation Board and Office's review and decision or appeals process, yDU may contact the Office at (303) AA-3567. - S - Ceritifienlion : As an authorized representative of the applicant, 1 hereby certify that the operation described has met the minimum requirements of the following terms and conditions: 1 . To the best of my knowledge, all significant, valuable and permanent man-made structure(s ) in existence at the time this application is filed, and located within 200 feet of the proposed affected area have been identified in this application (Section 34-32.5- 1 I 5(4)(e), C. R .S.). 2 . No mining operation will be located on lands where such r peratior7 s are prohibited by law (Section 34-32. 5- 1 ' 50 )W, C. R.S. ; 3 . As the a.pplieantfeperatart I do not have any extraction/exploration operations in the State of Colorado in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction MateriaLs (Section AA-3 .5- l20, C.R.S .) as determined through a Board finding. 4 . 1 understand that statements in the application are being made ender penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-9031 C.R.S. TThisforxa has been appfnue by the Mimed Lam! Reelant rion Board pursuant to section 34.32 5- 1 2,C■ .R.S'., of the Cafarado Land Reclamation Art f at the Extraction of Construction ilifizterioft Any ((Iteration or mod(�cwtrwn of thiN form strati remit in voiding any permit issued on the altered or modified farms and subject the rrperator to cease and desist orders and civil penalties far nperratfng without a permit pursuant in settinn 343x, - f2$, R-S_ Signed and dated this t day of - . f. . , L. G . Everist, Ir corpor'ated [f Corporation Attest (Seal ) Applicant/Operator or Company Name Ai I II a it Signed: 1 at % r _ �. �, Signed : _ :'a „,i. draabaiLme Corporate Secretary or Equivalent Title: Vice President ''�t ./ Town/C Town/City/County Clerk " Dennis L. Fields, Chief Operating Officer* J� � State 1 f - i� ' ' ) ..� J ss. County of .4 ~k - _) • ■ 5 . _ The foregoing instrument was acknowledged before me this —'• /x day of - i, - •-: ' by Matthew . Noteboorn as Vice President ofL .G , Everist, Incorporated css. , SARIELA DI NOTARY PUBLIC Notary Public STATE OF COLORADO -1 ANY CD 201 U4ILZUS4a. l MlISSl l EXPIRES MAY 30. 2t y Commission Aire ■ ,. , • . • SIGNATURES MUST BE IN BLUE INK You must post sufficient Notices at the location of the proposed amine site to clearly identify the site as the lacalion of a TABLE OF CONTENTS Exhibit A- LEGAL DESCRIPTION 1 Exhibit B -VICINITY MAP 2 Exhibit C - PRE MINING MAP (Map Pocket) 106 Exhibit C-1 - MINING PLAN MAP (Map Pocket) 106 Exhibit F - RECLAMATION PLAN MAP (Map Pocket) 106 MINING PLAN Exhibit D - MINING PLAN AND TIMETABLE 4 RECLAMATION PLAN Exhibit E - RECLAMATION PLAN AND TIMETABLE 15 BASELINE INFORMATION Exhibit G -WATER INFORMATION 27 Exhibit H -WILDLIFE INFORMATION 33 Exhibit I/J -SOILS &VEGETATION 35 ADDITIONAL INFORMATION Exhibit K-CLIMATE 79 Exhibit L - RECLAMATION COSTS 80 Exhibit M -OTHER PERMIT AND LICENSES 83 Exhibit N -SOURCE OF LEGAL RIGHT TO ENTER 84 Exhibit O - OWNERS OF RECORD 87 Exhibit P - MUNICIPALITIES WITHIN TWO MILES 89 Exhibit Q - NOTICES AND PROOF OF MAILING BOARD OF COUNTY AND LOCAL SOIL CONSERVATION BOARD 90 Exhibit R - CLERK AND RECORDERS NOTICE AND PROOF OF MAILING 92 Exhibit S - PERMANENT MAN-MADE STRUCTURES 93 SAMPLE LETTER FOR STRUCTURE AGREEMENTS 96 PERMANENT MAN-MADE STRUCTURES MAILING RECEIPTS 97 APPENDIX WEED CONTROL PLAN 102 PUBLIC NOTICE 104 POSTED NOTICE CERTIFICATION 105 L.G.Everist,Inc. Ragsdale Reservoirs January 27,2020 EXHIBIT A LEGAL DESCRIPTION Parts of the NE1ASEM , Section 7 ; Parts of the SW1A of Section 8 ; Parts of the NWM of Section 17 ; Parts of the NE1 '+TE1A , NWANE1A , S Fy SAS E1A , S E'AS 1 , NE1ASW1 , NE1 N 1.0 , and the SE1 NW'A , and all of the S E1AiNE1 , SW1ANE1 , NEI SE1 , SE1ASE1 , and NWMSEM of Section 18 ,E Arid Part of the DINE Section 19 / Township 2 North , Range 67 West , 6th P . Ma , Weld County , Colorado , containing 643 . 30 ao . ± Mine Entrance : 40 ° 07150 . 492 " N , 104 ° 48 ' 39 . 076 " W WGSB4 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 I it . .II"..ellid 1,1k\ 6..‘ . _ c +y-,)I. 41'1`2_ • \--R. rs � 2 t I Jae _ r .. l'. •`r 1— 5 a I L- I 6.s4r , • II I I ` `'I. ad •I' L I. " ' • I ' • I .• f 1 1I ■ I , 41 ty I` ' i 5•I • y '' IC • ' I } 'I 1 r .t — - - - -- - - --- - .- - Jr i • ''5_' • k `. I -LILf. 1 t \• ICJ '� .� I ' L• r I � `I - _. 11 'r! if/ � 1 ' Jr O Q. . . ,e ' r `�1 f' r t� �•� ' lre I\._1'. I f SI x r —,_ `��CF.14:' S r 1 I i, 1 1 . ` ` L .' II: � 1 •• F "T i di- xJP) , I . • ' �� ,ti .1 ti•••-•/>11.1.› - i. r czt •• ' 1c— : �• ,1 If — / . 1 1 (t. 1 4 , y 1I ,. f� S r •1 J 11-. c.• " .r - u . .r'�. ' r •y ,' I 'r•ssfaaCI • uun VA1SIi�" I ,�-, _ •. „ - E_! --- lro �SI=L1 ter.• - iu. .- . .�w ..k: - i } ._.. . 11 4' �ti Q • 1 ! ti t4 ,r1'. -, a■ a • • il ati L 1 4 - - t p.I. r _• qI 1 3 , . . . > \ -4• i , I. II I • • r 4.y • r� tit 5� 4 . . j yr ` r { ti II ;�''' ; • _ • r 1' I i l+ `\_ -1 __ • _ fy� I 1 s �7 r • --:, A )) 1 N L irs\---"----- 5 I .� 6. CI lit>o \I • bt04- ,-. .k:c.:L., . e 1 }5 u 1f7 . B r•7 ■ r \ '� r 1 li l lei1 \ f _ _ . _ 1r1�3 1 • JL A • • r ■ YI R-20 . I , '1/4- .\\! RR Eentran #1 040' JT 50.4920" N 104° 48' 39.0761t' INN . 1 1 , rktr---„.......Th: -) �, ' °Ii I •1 le 1 Declination i .J • ,� r ' I I t r ' I'wI IV ,, r ti ` ■ '''"Iji f i, 4 19t-•.. r I \ u I I rtti �r r 1 F 1 ----- __ .. L.t+�_.. 41? _ ' ill tr + ■ L f- a. _L r R ‘ .. N<S4 , ' . r r' I r it 19 .. : a) ` 4.439 • j A - I wcii Welt ,�78 I \ I 11` • * `1 I S -. •. 1 ,- I \ .. f�� .. •- L'I' I (C) Copyright 2016, Trimble Ala+'gation Limited, OpenStreetMap contrib 'tors Name: PLATTEVILLE Ff-tUJEU I LUCAl ION ' PAK I S Date: 02/06/20 OF , SECTION 7 , SECTION 8,SECTION 1 L� 'I R> INC� f Scale; 1 inch = 2 ,000 ft. SECTION 8 , SECTION , T-2-t , F -67- , 6TH RAGSDALE RESERVOIR R. M . , WELD COUNTY, MAP EXHIBIT B - VICINITY MAP COLORADO AIDO 2 EXHIBIT C - PRE MINING MAP Located in Map Pocket attached EXHIBIT C -1 - MININ PLAN MAP Located in Map Pocket attached L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 3 MINING PLAN AND TIMETABLE exhibit V EXHIBIT D MINING PLAN AND TIMETABLE LOCATION This is an open pit mine located about 3 . 5 miles north of Fort Lupton , Colorado , with the entrance on the west side of State Highway 85 . To reach the mine from the Ft . Lupton , go north on HWY 85 about 3 . 5 miles to Weld County Road 20 . The coordinates of the entrance are 40007150 . 492 " , - 104 ' 48 ' 39 . 076n . Please refer to EXHIBIT 6 - VICINITYMAP MAP for the property configuration and the relationships to surrounding geological features . The area to be mined lies north of this point on the west and east of sides of HWY 85 and Union Pacific Railroad ( UPRR ) . GENERAL INFORMATION The primary commodities to be mined are sand , gravel , topsoil , overburden , and borrow materials . No incidental commodities will be produced at this mine . Throughout this application we will refer to the two areas , ( a ) the west area containing Phases 1 , 2 & 3 and backfill areas , and ( b ) an east area containing Phases 4 , 5 & 6 and the backfill areas east of the railroad . The western area is made up of five ( 5 ) mining areas - three areas will he mined and reclaimed as developed water storage reservoirs and two areas will be mined , backfilled and reclaimed as cropland . The eastern area will have up to eight ( 8 ) mining areas , of which five ( 5 ) areas will become reservoirs and 3 areas will be backfilled and reclaimed as cropland . The area being permitted and much of the surrounding areas has historically been used as irrigated cropland ( irrigated and non - irrigated ) , and vacant land . This site lies near the South Platte River , so it contains an alluvial gravel deposit in the western area , which extends into a large terrace of gravel in the eastern area . CURRENT CONDITIONS Large portions of the lands to be permitted are currently operated as an irrigated farm land , by Cannon Land Company . There are two operation areas separated HWY 85 and the UPRR tracks that run north to south . The area between the east and west areas contain fiber optic lines , telephone lines , gaslines and electric lines as well as the roadway and the tracks . The western area lies between the South Platte River and Hwy 85 and is currently an active farm , with support structures that will he removed as mining progresses . There are no County roads or public facilities in this area . The oil and gas facilities on this side are four ( 4 ) oil / gas wells on the site , three ( 3 ) of which are shut - in . The Evans # 2 / Platte Valley Canal cross this area from north to south and will not be disturbed by mining . L. C . Everist, Inc. Ragsdale Reservoirs 4 February 6, 2020 EXHIBIT D MINING PLAN (corer) The eastern area is also used as an active farm with associ - ated support structures similar to the west side . Two Weld County roads ( 22 & 22 . 6 ) are adjacent to the eastern area . The eastern area also has oil and gas facilities , which include four ( 4 ) oil / gas wells , three ( 3 ) of which are shut - in . " Shut - in wells " is "A well which is capable of producing but is not presently produc - ing . " They are usually plugged and abandoned completely by the Coil / gas company at some time in the future . The Platteville Ditch runs along the east side of the east parcel . MAP EXHIBIT D - CURRENT CONDITIONS MAP , shows the outline of the Affected Lands /permit area , the adjacent landowners within 200 feet of the facility , current topography , hydrologic and surface fea - tures of the property . Of particular note , the western permit / affected lands line is established one - hundred ( 100 ) feet east and parallel to the east toe of the berm built by the landown - ers along the South Platte River and/ or historical levees built by t he US Army Corps of Engineers along the South Platte . Over the years , it appears this bank has been lined with armoring materials along its entire length by multiple landowners . No mining will t ake place within a minimum of 150 feet from the river bank that exists at this time . Mining will be done at a slope of 3 - height ( 3h ) to 1 - vertical ( 1v ) from ground surface to the floor of the mine inside each reservoir . The initial access to the site is via an existing Private Road , located west of Highway 85 and in alignment with County Road 20 , and running along the south side of Phase 3 in the western parcel . In most cases / existing farm roads will be used that are within the permit area . The initial Plant Site will be located on t he area north of this access road . A second mine access road may be constructed on the east side near the eastern Plant Site in Phase 4A when operations begin in that area . The approximate location of both access roads are shown on MAP EXHIBIT C-1 - MINING PLAN MAP and MAP EXHIBIT C - CURRENT CONDITIONS MAP . In the future a conveyor crossing from the eastern area to the western area may need to he constructed . This would only happen if L . G . Everist , Inc . were to obtain the necessary permits to cross Highway 85 and the UPRE with a conveyor . Should this happen , an amendment will he filed with the Division that would include the , Source of Legal Rights to Enter , crossing permits and show the location and design details for the crossings . The access roads will be constructed of gravel from the site . They will be at least 40 feet wide and graded to allow for drainage and have ditches as necessary to collect runoff . Any runoff from L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 5 EXHIBIT D MINING PLAN (corer) the road will be retained on - site and allowed to soak into the ground or evaporate . The road will be maintained as needed . Maintenance roads will be built around each reservoir to provide access for the owners . The access roads will remain when reclama - tion ends as they will be used to access the property . GEOLOGIC SETTING The affected lands are located along the South Platte River in a Quaternary age , Piney Creek alluvial deposit . The eastward dipping beds of upper Cretaceous age are overlain at an angular unconformity , by the Piney Creek alluvium . The sand and gravel encountered in the Piney Creek alluvium are a result of water erosion and redeposition of rock materials from the Front Range of t he Rocky Mountains . The deposition of this material occurred during a time when the river was much larger than it is now _ But , judging from the scarcity of large rocks found at the location , the velocity of the river must have slowed sufficiently to have dropped boulders and most large cobble before it reached this point . This type of material is typically found from south of Denver t o the Colorado state line along the South Platte River . The thickness of the mineral deposit varies from $ to 52 + feet and the average depth on this mine is approximately 40 feet deep . This site has a zero to 10 inch layer of topsoil , consisting of loam and zero to 36 inches of a clay loam to sandy clay loam overburden that overlays the gravel . This alluvium is a well - sorted coarse gravel , sand and silt , predominantly granitic and quartzite material with minor amounts of gneiss , schist and sandstone . The bedrock under the surface gravel is a grey to grey black shale that is impervious . SOILS AND OVERBURDEN The SOILS MAR IN EXHIBIT ! , shows the soil types as delineated by t he National Resource Conservation Service ( MRCS ) and obtained from their website . The information contained in EXHIBIT I!J will provide background levels for the site as reclamation begins on the entire area . The depths of the topsoil and overburdens shown in the following table were obtained from drill logs provided by the Cannon Land Company . There are eleven ( 11 ) types of soils found on the site . These soils are typically found throughout Weld County . They have no unusual qualities . The eleven types of natural soils on the site as determined by the Natural Resource Conservation Service and shown in the report are designated as map Units 1 , 2 , 3 , 10 , 16 , 21 , 22 , L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 6 EXHIBIT D MINING PLAN (corer) 38 , 42 , 52 , and 76 . Soil units 38 and 76 are very small areas on the edges of the mine that will not be mined . See the soils map in the NRC$ report for how the soils are distributed on the permit area . The NRCG report contains detailed information including the soils description , and chemical , physical , and engineering quali - ties , which can be found in EXHIBITI - SOILS . - OILS . The Vegetation inventory applies to only the non - farmed area in each soil type and is provided as background for when the perimeters of the lakes and backfilled areas are revegetated . Typically , at this time , the irrigated areas are used to grow various crops , such as corn , wheat , barley , sorghum or sunflowers . SOIL UNIT NAME APPROX DEPT OF DEPTH OF UNIT AREA TOPSOIL , OVERBURDEN (AO) (INCHES) (INCHES) 1 Altvan loam , 0 to 1 percent slopes 265.7 10 25 2 Altvan loam , 1 to 3 percent slopes 93.3 1D 24 Aquolls and Aquerts, gravelly substra-3 193.7 12 36 turn 1 Ellicott-Ellicott sandy-skeletal complex, 23.8 0 0 0 to 3 percent slopes , rarely flooded 16 Colby loam , 3 to 5 percent slopes 10.7 7 36 21 Dacono clay loam, 0 to 1 percent 23.7 12 36 slopes Dacono clay loam, 1 to 3 percent22 20.4 12 36 slopes 3 Nelson fine sandy loam , 3 to 9 percent 0.0 NA slopes 42 Nunn clay loam , 1 to 3 percent slopes 0.2 9 NA 53 Otero sandy loam , 3 to 5 percent 45.0 12 36 slopes Vona sandy loam , 1 to 3 percent76 . 6 NA slopes Based on the soils report and on site observations there are sufficient quantities of soil available to reclaim the disturbed lands to their present condition . The excess overburden will be placed into the five ( 5 ) settling ponds / overburden backfill l Phases shown on the MAP EXHIBIT C-1 - MINING PLAIN IMP , or removed from the site . The soils on the permit area that will be salvaged and re - placed should be capable of growing vegetation consistent with what L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 7 EXHIBIT D MINING PLAN (corer) is required by the Reclamation Plan . The average depth of topsoil on the site according to the NRCS report and site investigations is 0 to 12 inches deep . Enough topsoil will be retained to place an average of 6 - 12 inches on the areas to be revegetated . As each area is stripped , L . G . Everist will determine how much soil will be needed to reclaim the area and it will be stockpiled for use in reclamation . Over the life of the mine , an estimated 816 , 000 yards of topsoil will be stripped from the mined area but , a minimum of 241 , 500 yards will be retained for resoiling the areas to he revegetated . In addition , there is from 0 to 3 feet of overburden on most of the site . Much of this overburden will be retained and used to backfill the areas shown on the maps or removed from the site . The topsoil and overburden stockpiles will he located around the excavation , typical piles in possible location are shown on the MAP EXHIBIT -1 - MINING PLAN MAP . I f the soil stockpiles remain undisturbed for more than one year , a cover crop of the approved seed mix , at the rate called for in the Reclamation Plan , will be used to revegetate them . MINING- PLAN MAP EXHIBIT -1 - MINING PLAN MAP shows the approximate direction of mining as it progresses across the site . The plan is for having 180 acres ± of disturbance bonded to allow for flexibility during mining . This 180 acre area will include stripped , partially mined , partially reclaimed , Plant Site , materials stockpile area and future reservoir areas . As mining progresses across the property some parts of the property will remain undisturbed while other areas will be either , stripped , mined , partially reclaimed or totally reclaimed . The MAP EXHIBIT C-'1 - MINING PLAN MAP shows how the area will look when approximately 23 % of Phase 2 , and all of Phases LA and 2A are mined and partially refilled . Tate how the final slopes around the perimeter of Phase 2 are created as mining progress by leaving undisturbed material in the slopes . So only the working face area would need to be shaped , and 20 acres would need to be recoiled , if mining ended at this time . Also in this snap - shot in time / the reclamation in Phase 1 would be complete , and Phase 3 would be Plant Site , equipment storage and stockpile area . Of the 643 . 30 acres ± in the permit area , approximately 508 acres + will be disturbed by mining . This mining plan details the development of the mine site with 2 options . Option A will has a series of eight ( 8 ) developed water storage reservoirs using slurry walls around each reservoir . Option B has six ( 6 ) lined water L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 8 EXHIBIT D MINING PLAN (corer) storage reservoirs , due to some of the reservoirs being combined if some existing oil and gas wells and pipelines can be relocated or are abandoned and removed . MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION A and MAP EXHIBIT F - RE LAMA' TION PLAN MAP - OPTION B show how these options will be developed . More detail is discussed in the following text . The methods discussed below will fit each option unless otherwise stated . Technical Revisions will be filed when needed to incorpo - rate various items from Option B . As stated above , most of the Option B changes are related to oil and gas facility relocations and removals . Other possible Option B changes could occur if the landowners want to start development of facilities related to their developed water storage in a reservoir phase - such as pump houses , in - let / outlet structures , rip - rap - and don ' t want to wait for DRNS permit acreage release . In this optional case , L . G . Everist would have already reclaimed the reservoir phase ( including liner certif - ication , final grading of the reservoir slopes , and initial seed - ing ) , but the phase acreage is not yet released from the DIRKS permit ( due only to vegetation growth ) . L . C . Everist would file Technical Revisions as needed to incorporate the changes . Please refer to MAP EXHIBIT -1 - MINING PLAN MAP during review of the following text for the location of the areas discussed . At any given time , mining and reclamation may be occurring in one or more phases to accommodate the blending of materials , the natural progression of mining from one Phase to the next , and the relocation of the processing plant and settling ponds . This " concurrent reclamation " allows for reclamation work being com - pleted in one phase while mining begins in another phase . The " direction of mining " arrows on MAP EXHIBIT iC-1 - MINING PLAN MAP show the applicant ' s best guess on how mining will progress through the mine areas at this time . Natural ground conditions and unforeseen circumstances may necessitate changes to the mining direction throughout the life of the mine . The RECLAMATION COST ESTIMATE- EXHIBIT L is based on an estimated disturbance area when the mine has been open for a few years . The acreage disturbed may increase or decrease as mining progresses . If it increases , a Technical Revision will be filed to adjust the bond amount to cover the changed cost estimate . Initial mine development will begin on the south end of Phase 3 and in Phase 1A where the topsoil and overburden will be stripped and stockpiled around the disturbed area . Some of this material will be used to construct a sight berm along the east sides of L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 9 EXHIBIT D MINING PLAN (corer) Phases IA and 3 to limit visibility from Highway 85 into the active mining and processing areas . Any material not used for the sight berm construction will be stockpiled on the north end of Phase 3 for placement in Phase IA once all sand and gravel have been mined . The berms will vary in height depending on the area to be screened , with 3 : 1 slopes on each side . During the stripping process , any structures owned by the Cannon Land Company that will not remain after reclamation is complete will be removed and disposed of properly , this applies to all Phases . Mining will start on the south end of Phase Lk and progress to t he north . The setbacks to be used are shown in the table on the MAP EXHIBIT C-1 - MINING PLAN MAP . The aggregates will be removed and stored on the Plant Site area in Phase 3 for processing . This stage will then become a settling pond and excess overburden backfill area , from the development of the reservoirs in Phase 1 , Phase 2 and Phase 3 . As mentioned above , the proposed mining sequence may change due to unforeseen circumstances such as market conditions , varia - tions in the natural deposit , agreement restrictions with structure owners / etc . At this time , the plan is to mine them sequentially from 1 thru 6 as shown an the maps . It may not be practical to mine Phase 3 until the end of project . If a secondary haul route cannot be developed for hauling materials from the eastern area Phase 3 will be used as the Plant Site area throughout the life of t he mine . Phases 2A , 4A , 4B , and SA will be mined as described for Phase 1A and prior to , or in conjunction with , mining beginning in the corresponding reservoir phase in order to provide areas for dis - posal of excess overburden and processing fines for those areas . Sight berms will be constructed along the Railroad ROW on the west sides of Phase 4 , 4B , 5 and 6 as noted for Phase 3 above . The following mining methods will apply to all of the reser - voir Phases . Operations will begin in each Phase of reservoir construction by stripping the area where mining will start . Initially a 30 acre area will be stripped and periodically as mining progresses it will be extended so there is approximately 30 acres ready for mining at any - one - time as each Phase is mined . The t opsoil needed for resoiling the above —water areas will be sepa - rated from the overburden and stored around the mining area for use in reclamation . Once enough topsoil is salvaged to resoil the above - water disturbed areas with an average of 6 - 12 inches , the rest may be sold . These stockpiles will be placed strategically in progression with mining , and in some cases the stripped topsoil will be placed on areas where grading and shaping are complete so L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 10 EXHIBIT D MINING PLAN (corer) it only has to be handled once . In Phases 1 and 2 , all topsoil storage piles will be located as far from the river as practical , and will run parallcl to thc rivcr ' s flow if locatcd in thc floodplain . During the stripping , a slurry wall pad will be built around the reservoir phase mining area using the excess topsoil and overburden _ When the slurry wall pad has been completed , the bentonite slurry wall construction will begin . This is done by excavating a trench in the pad that is keyed into the underlying bedrock and filled with a mix of overburden , bentonite and water to create the slurry that becomes the liner . The overburden not used in slurry wall construction will be placed in the disposal areas or sold . After the slurry wall liner is place within a phase , a dewatering trench will be excavated . Then a pump will be installed and dewatering will begin . This will allow the area within the slurry wall to be dry mined . The trench will be extended around the area as mining progresses . The active mining area in the reservoir phase will remain dry . After mining is completed , final reclamation of the phase can he completed , including liner certification , final grading of slopes and initial seeding for revegetation . At this time , the reservoir will be turned over to the owners . They will be overseeing con - struction to complete the reservoir operations facilities and filling . As mentioned previously , any developed water storage facility construction that the landowners complete falls under• Reclamation Option B and L . G . Everist will file a Technical Revi - sion to incorporate the changes . Dewatering as mining progresses facilitates early testing of the slurry wall liner , which is required to receive liner approval certification from the State Engineer ' s office . In general , mining will commence in the south end of each Phase and work north ( except for Phase 1 , where mining will start in the north and progress south ) . As noted above , the Alpha suffix stages will be mined first in each general area to provide areas for disposal of excess overburden and processing fines generated from the mine . The working face will be mined near vertical to maximize removal of material from the mine . At its widest point , the working face will be approximately 2600 feet long . If mining ends prematurely , this working face slope will be reclaimed using a cut / fill sloping method instead of backf i ll ing . As mining reaches the vertical face setbacks limits around each reservoir , mining in this band from the top of the slope to the vertical face limit will change to a slope mining method to leave the 3 : 1 final slope . We L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 11 EXHIBIT D MINING PLAN (corer) expect to have no more than 2600 linear feet of area needing final exterior sloping at any - one - time . The mining sctbacks will vary from the permit boundary and structures as allowed by each agreement for• said structures and /or• the Geotechnical Stability Analysis . The proposed setbacks are shown in the Setback Table an MAP EXHIBIT C-1 - MINING PLAN MAP . For example , on oil / gas wells , we will maintain a 150 foot radius around each well - head since we plan to leave the natural gravel slope in the reservoirs . The MAP EXHIBIT -1 - MINING PLAN MAP shows how this will look . The setbacks will be used as a place for access roads to the mine exterior , ditches and oil and gas facili - t ies . The setback areas will be reclaimed if disturbed , but most roads will remain for reservoir access as part of the reclamation plan . The material will be mined using loaders and track hoes ( excavators ) to remove material from the face . The material will t hen be delivered to the Plant for processing using haul trucks or a conveyor system . No blasting will take place at this mine . The arrows on MAP EXHIBIT C- 1 - MINING PLAN MAP show how we will progress thru the mine area . Reclamation will run concurrent with mining to control the amount of disturbed area in the mine at any - one - time . A reclamation cost estimate is presented in Exhibit L for start of mining proposed in the following text . This pit will be operated year -around by T.J . G . Everist , Inc . , weather permitting . There may be periods when the demands for material are slow and no mining will take placer creating an intermittent operations situation . The amount of disturbance to be bonded will allow 180 acres or less at any - one - time . Of this 180 acres , the Plant Site will cover 65 acres , containing processing plant / stockpile area , equipment storage area , temporary overburden and topsoil piles , drying pads and other axillary uses needed at t he mine . The remaining 115 acres will contain 30 acres of pre - mining stripped area , the active mining area , reclamation material stockpiles , slurry wall pad area , partially reclaimed area and reclaimed area waiting release . This amount of disturbance may change as the mine develops but prior to exceeding the initial 180 acres , a Technical Revision will be filed to increase the bond and allow for more disturbance . Areas not included in the bonded area will remain in agricultural production and the responsibility for weed control and agricultural area maintenance is retained by t he landowners . Reclamation will begin once we have enough area for stockpiled material and the section to be reclaimed will not have to be dis - turbed again . Review of MAP EXHIBIT C-1 - MINING PLAN MAP shows how we expect the site to look when mining is approximately 30 % done . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 12 EXHIBIT D MINING PLAN (corer) Note , the floor of the excavation is generally flat and the slopes into the reservoirs are 3h to lv where mining is complete on the perimeter . The excess overburden and plant - generated fines , have partially backfilled Phase IA and 2A . Phase 1 has been reclaimed and is ready for final development by the landowners . Also , rec - lamation is running concurrent with mining to reduce the amount of disturbance at anyone - time and reclamation is following Option A . Please refer to the MINING TIMETABLES for the estimated acre - age of each area associated with the mining part of this operation . Mining equipment may include but is not limited to / front - end loaders , scrapers , excavators , a drag line , dozers , off - road haul trucks , dump trucks and a water truck . Processing equipment may include but is not limited to conveyors , crushers and screen plants . A scale and scale house may be built at the mine during its life . As much as possible , the surface drainage will he maintained in the same direction as it now exists . The proposed sloping plan for the excavated area should eliminate any concerns of erosion occurring from the site . Most of the water used on site will be for dust control used on haul roads or with sand and gravel processing . Please refer to EXHIBIT G - WATER for the discussion of how water will be used at the site , the estimated yearly needs and the source of said water . The 2 large irrigation ditches that cross the site and the Cannon return flow ditch will not be impacted by the mining opera - tion . All interior pit slopes will be maintained with a pit - ward attitude so that historic drainage patterns can he maintained . This same slope management plan will prevent any offsite slides or other disruptions . Isolation berms or ditches will be constructed around the mine as needed to prevent stormwater from contacting the disturbed areas . All stormwater contacting the disturbed area will be retained on site and allowed to evaporate or soak into the underlying gravel . No U . S . Army Corps of Engineers , 404 permit is necessary , as mining will not impact waters of the U . S . While there are ditches and a non - determined wetland area between them , these areas will not be disturbed by mining or reclamation . MINING TIMETABLES This estimated mining timetable is based on an average year , and L . G . Everist expects some years to vary widely from the aver - age . If there are changes in the mining timetable , we will discuss the reasons for the change in the annual report that follows the change and modify it at that time if needed . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 13 EXHIBIT D MINING PLAN (corer} ESTIMATED MINING TIMETABLE - Option A AC J + Phase ESTIMATED TOTAL TOTAL MINED MINED EST . YEARS AREA MINED 100 % SLOPES SLURRY WALL LENGTH 1A 0 . 5 to 1 . 5 29 . 47 15 . 02 8 . 97 6 . 05 1 2 to 4 80 . 51 69 . 35 52 . 84 16 . 50 7 , 900 2A 0 . 5 to 0 . 75 25 . 38 15 . 08 5 . 81 9 . 26 2 4 to 6 156 . 10 124 . 23 96 . 44 27 . 79 8 , 275 3 3 to 5 73 . 98 65 . 30 45 . 27 20 . 02 7 , 850 4A 0 . 75 to 1 40 . 12 32 . 81 28 . 30 4 . 53 _ 4B 0 . 75 to 1 26 . 50 19 . 53 12 . 79 6 . 74 4 3 to 5 58 . 97 49 . 80 30 . 67 19 . 13 6 , 350 5A 0 . 3 to 0 . 6 8 . 35 3 . 31 2 . 44 0 . 86 5 1 to 3 49 . 20 32 . 14 6 . 47 25 . 67 5 , 830 6 3 to 5 94 . 72 81 . 25 30 . 72 50 . 55 9 , 770 TOTALS 18 . 75 to 32 . 85 643 . 30 507 . 82 320 . 72 187 . 10 45 , 975 ESTIMATED MINING TIMETABLE - Option B Phase ESTIMATED TOTAL TOTAL MINED MINED EST . YEARS AREA MINED 10096' SLOPES SLURRY WALL LENGTH 1A 0 . 5 to 1 . 5 29 . 47 15 . 02 8 . 97 6 . 05 1 2 to 4 80 . 51 69 . 35 52 . 84 16 . 50 7 / 900 2A 0 . 5 to 0 . 75 25 . 38 - 15 . 08 5 . 81 9 . 26 2 4 to 6 156 . 10128 . 85 97 . 65 31 . 20 8 / 275 3 3 to 5 73 . 98 65 . 30 45 . 27 20 . 02 7 , 850 4A 0 . 75 to 1 40 . 12 32 . 81 28 . 29 4 . 53 4B 0 . 75 to 1 26 . 50 19 . 53 12 . 79 6 . 74 4 3 to 5 58 . 97 49 . 80 30 . 67 19 . 13 6 / 350 5A 0 . 3 to 0 . 6 8 . 35 3 . 31 2 . 44 0 . 86 5 1 to 3 49 . 20 32 . 61 7 . 36 25 . 25 5 / 830 6 3 to 5 94 . 72 ' 85 . 83 27 . 17 58 . 68 8 , 100 TOTALS 1.8 . 75 to 32 . 85 643 . 301 517 . 49 319 . 26 198 . 22 44 , 305 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 14 RECLAMATION PLAN AND TIMETABLE exhibit E EXHIBIT E RECLAMATION PLAN AND TIMETABLE OVERVIEW The proposed future use of this site is to create 6 to 8 developed water storage reservoirs with a vegetated border around t he highwater lines of each reservoir . Each of the proposed reservoir areas will be sealed with a slurry wall liner . In addition , there are 5 Phases that will be backfilled and used as cropland areas to match the existing land use . Cannon Land Com - pany , the landowner , will be responsible for the construction of any additional reservoir operations facilities ( pump houses , inlet /outlet structures , etc . ) on each reservoir once L . G . Everist , Inc . has resoiled and seeded the perimeters and released a Phase from the DRM$ permit . The reclamation methods and plans described below will apply t o all Phases but may require minor variation depending on the conditions found in each Phase . Reclamation will run concurrent with mining so it will commence as soon as enough area is available t o reclaim and not he redisturbed _ The setbacks and side slopes from the water ' s edge to the slurry wall or setback limit will be resoiled and revegetated using the methods described in the follow - ing plan . On - site generated inert material will he placed in backf ill areas or will be recycled / sold . The applicant proposes bonding to cover the amount of distur - bance throughout the mine ( 180 acres ) , including a sufficient length of liner and sloping , acres of seeding , backfilling , etc . If the applicant determines that the amount of disturbance at the mine may soon exceed the bonded amount , the applicant shall submit a bond revision to the Division . As noted in the MINING PLAN , we are proposing two options for reclaiming the site . The methods used to develop the reservoirs in each option have minor differ - ences . The differences being in how Phases 2 , 4 , 5 and 6 are developed around existing oil / gas facilities that may be relocated or removed in the near future . Please refer to TABLE E-'I RECLAMATION TIMETABLE-OPTION A or TABLE E -2 RECLAMATION TIMETABLE-OPTION B for information on each Option and Phase changes for the Reclamation . Currently , the proposed mine site is primarily irrigated agricultural land , but is broken into 5 different use areas _ The current uses are , irrigated crop areas ; non - irrigated pasture ; ditch and return flow corridors ; and also oil /gas operations areas with some high capacity gas pipeline ROW ' s . The agricultural uses will continue in areas where mining operations have not yet begun . There is very little native vegetation present on the agricultural areas because of the intensive agricultural practices that have t aken place on the land . In most cases , the oil /gas operations L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 EXHIBIT E RECLAMATION PLAN (corer) areas have little vegetation and the high pressure gas line ine RCN ' s have been farmed for many years and the vegetation cover on those areas is consistent with farmed areas . The narrow bands along the Cannon return flow ditch , the Evans # 2 / Platte Valley Canal and t latteville Ditch have been consistently disturbed by ditch mainte - nance . This leaves only isolated areas around the permit area with vegetation that may be considered native . The typical vegetation descriptions in EXHIBITS I & Jwill J wi l l not match the actual current vegetation since the practice for the agricultural activities are t hat crops are rotated from year to year . RECLAMAHON PLAN FOR RESERVOIR AREAS This section covers reclamation on the developed water storage reservoirs in Phases 1 thru 6 . As discussed in the Mining Plan text , reclamation will run concurrent with mining . Initially this will happen when the reservoir slopes area is being mined and graded . The plan is to leave undisturbed natural sand and gravel at 3v : 1h slopes in each reservoir phase . The 3h to lv slope of natural , undisturbed materials will need no other reclamation except minor grading to dress the slope . This section covers reclamation on the developed water storage reservoirs in Phases 1 thru. 6 . As discussed in the Mining Plan t ext , reclamation will run concurrent with mining . Initially this will happen when the reservoir slopes area is being mined and graded . The plan is to leave undisturbed natural sand and gravel at 2v : 1h slopes in each reservoir phase . The 3h to lv slope of natural / undisturbed materials will need no other reclamation except minor grading to dress the slope . Since the perimeter of the reservoirs will he mined to their final slopes , only minor amounts of slope work will be necessary as mining ends . This will also insure , that if mining ceases before t he resource is exhausted , only a minor amount of work would have t o he done to finish reclamation on the disturbed area . At this t ime , the final reservoir levels are estimated to be at the lowest crest elevation around any given reservoir . The temporary topsoil stockpiles in the various mining phases will be available for reclamation needs . When grading and shaping is completed on a large section of reservoir banks , they will be recoiled and then seeded during the next seasonal planting window . The MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION A and OPTION B show the sloping plans and areas that will be reservoir areas in this plan . All reservoir bank sloping will he completed to the stated 3 : 1 slopes or flatter . All areas that are above the high water line , L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 16 EXHIBIT E RECLAMATION PLAN (corer) and are not being reclaimed as graveled access roadways , will have an average of 6 - 12 inches of soil fully replaced and prepped for seeding . All top soiled areas will be seeded with the seed mix described in this plan , and effective weed control measures will be implemented until the Phase is released from the permit area . The applicant requests that the establishment of full revegetation will not be required for permit acreage release if " reasonable assur - ance " that the development for the approved post mining land use will continue prior to establishing permanent vegetation . An example of " reasonable assurance " is a letter from the landowner ( Cannon Land Company ) stating they accept the reclamation " as is " and they plan to continue development of said reservoir and will be re - disturbing some areas to install developed water storage reser - voir operation facilities As mentioned in the Mining Plan , if the reservoir phase acreage is not released from the DRMS permit , and the landowner constructs developed water storage facilities that are not in this reclamation plan , then L . G . Everist will file a Technical Revision to incorporate the changes . RE LA A TIO PLAN FOR BA KFILL AREAS This section covers reclamation on the developed water storage reservoirs in Phase 1A , 2A , 4A , 4B , AND 5A . The 5 areas have commercial deposits of gravel but are too small or too shallow to develop as water storage reservoirs . It was also determined that with the amount of overburden on the reservoir areas , there is not a large enough demand to sell all the overburden that will be stripped . The mining plan calls for leaving the side slopes of t hese areas graded 3h to lv when mining ends to have _ They will t hen be backfilled using the excess overburden from the initial stripping of a phase and the fines generated during processing of t he raw sand and gravel . At any given time , backfilling may be taking place on 2 or more Phases as shown on the MAP EXHIBIT C - 1 - MINING PLAN MAP The intent is to fill Phase 1A , 2A and 4B to their existing elevations . Phases 4A and 5A may be filled above original grade in some areas to dispose of excess overburden . Estimates show that it is possible to complete the backfilling in these Phases as shown on MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION A and OPTION B if the amount of overburden is present . At a minimum , each backfilled Phase will be backfilled to a level at least 2 feet above the highest ground water elevations if there is not sufficient material to bring them back to their original elevation . Once backfilling is complete in a Phase , an average of 6 - 12 inches of topsoil will be spread over the disturbed area and it will be seeded as cropland during the next planting season . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 17 EXHIBIT E RECLAMATION PLAN (corer) Optional Reclamation Plans Note that all changes connected with the following optional plans will take place within the permitted boundaries , therefore not affecting ( increasing ) the overall acreage of the permitted area and guaranteeing the allowed use of the Technical Revision process for these changes . ,RESERVOIR AREAS We are submitting two options for a final configuration of the reservoir areas . These are based on the current and future status of various oil /gas facilities located in the permit area . Option A. - The reservoir configurations for Option A are show on the large map on MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION A. and the areas are shown on the Reclamation timetable for Option A . Option B - The reservoir configurations under Option B are shown on IMP EXHIBIT F - RECLAMATION PLAN MAP - OPTION B and the areas are shown on the Reclamation timetable for Option B . In general , t he optional changes in Option B could be caused by oil and gas facility changes , other utility and ROW changes , and changes by the landowner . Changes by the landowners could include their construc - t ion of developed water storage facilities prior to acreage release in a reservoir phase , or transforming a backfill phase into a wetland area , for wetland banking by the landowner . If any options of Option B are chosen , L . G . Everist will submit a Technical Revision to incorporate the changes . The methods used to reclaim the reservoirs will be the same for both options as previously discussed . The difference may be an increase / decrease in the volume of developed water storage and an increase / decrease in the amount of revegetation necessary . We do not know when Mining Option B or Reclamation Option B or some part ( s ) of either or both will be implemented / but we are including these optional plans to increase the flexibility of this permit and account for inevitable changes when mining the site . As mentioned previously , whenever any part ( s ) of the Option B plans become feasible , we will file a Technical Revision ( s ) to the Division to provide revised Mining and / or Reclamation Map ( s ) that will show the changes . The Technical Revision ( s ) will discuss any changes needed to implement the optional changes , including a d iscussion on changes in disturbed areas , slurry wall lengths and revegetated areas . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 18 EXHIBIT E RECLAMATION PLAN (corer} GENERAL DISCUSSION There are sufficient amounts of topsoil on the site so the mined areas can be resoiled to an average depth of 6 - 12 inches . Sufficient topsoil will be saved for use in reclamation . The available topsoil to be salvaged from the stripping process will preclude having to haul additional soils onto the site for revegetation . The existing soils an the property have been capable o f producing healthy crops and grasses and are expected to work for use on mined areas that will be revegetated .. The vegetation infor - mation was obtained from site visits and data provided in the vegetation information obtained from the MRCS soil survey web page . A copy if that report is in EXHIBITIANDJ AND J and describes the current soils and vegetation on the properties . As outlined in the E HIBIT D - MINING PLAN , approximately 508 acres + of the permitted area will be disturbed as a result of mining activities . The plan calls for initially bonding to have 180 . 00 acres ± disturbed at any - one - time and the disturbed area may be divided between as many as two ( 2 ) Reservoir Phases and 2 - 3 Backfill Phases as shown on the MAP EXHIBIT D-'1 - MINING PLAN MAP . As mining progresses across the property some parts of the property will remain undisturbed while other areas will be either , stripped , mined , partially reclaimed or totally reclaimed . The IMP EXHIBIT C- '1 - MINING PLAN MAP shows how the pit will look when approximately 30 % is mined and partially reclaimed . The MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION A and OPTION B show how the area will look when reclama - t ion is complete . The area will be returned to at least its present vegetative condition when reclamation is complete . Careful analysis of the growth medium and salvageable soil will permit the operator to carry out a soil additive program and t o monitor the prescribed seeding plan to determine if the plan requires revision . Under normal weather conditions , an adequate moisture reserve will be present for establishment of the proposed seed mixture . Irrigation is planned for thecrop areas on the backf illed Phases , but will not be used for the reservoir perime - t ers . No revegetation will take place on undisturbed areas , roads o r oil / gas operations access roads or facilities . The reclamation timetables show the types and amount of land use in each Phase when reclamation is complete . Approximately 14 % o f the area in the permit will not be disturbed by mining , either because it is setbacks around well facilities , gaslines RoW ' st along the ditches and areas too small to mine that will be kept in their natural state . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 19 EXHIBIT E RECLAMATION PLAN (corer} RE VEGETATION TA TIO'1 PROGRAM The revegetat ion program to be implemented on the areas to be seeded with grass by L . fl _ Everist is detailed below . The topsoil - ing plan presented above and this revegetation program are devised after careful review of the existing soil conditions and present vegetation , both on the site and in the NRCS report . " Revegetation will be carried out in such a way so as to establish a diverse , effective and long - lasting vegetative cover that is capable of self - regeneration without continued dependence on irrigation , soil amendments or fertilizers . " The plan is designed to create a vegetative cover around the reservoirs that is at least equal in extent to the cover of natural vegetation before mining . The use o f species native to the area are included . Since the intended use o f the reclaimed land along the reservoirs is rangeland , any slopes created will be commensurate with this final land use . Seed will be drilled wherever possible , when drilling is not possible , the seed will be broadcast . The revegetation plan provides for the greatest probability of success in plant estab - lishment and vegetative development by considering environmental factors such as seasonal patterns of precipitation , temperatures and wind . Other considerations , such as soil texture , fertility , slope stability and the direction in which slopes face , have been considered . A weed control plan is included in this plan . Graveled maintenance roads will be built around each reservoir and around each gas /oil well where no seeding or resoiling will t ake place . This will provide room around each well or reservoir t o service it as needed by the well or reservoir owners . The access roads are shown on the MAP EXHIBIT F - RECLAMATION PLAN MAP - OPTION Aand OPTION B . SEEDBED PREPARAHON When mining on an area is complete or there is room to begin reclamation , any compacted areas will be ripped and scarified to created a deeper root zone under the resoiled areas . Once this is complete , the stockpiled soils will be spread . If tests show a fertilizer is needed , it will be broadcast spread on the seedbed at an adequate rate suggested by NRCS or a seeding / revegetation contractor . On the areas where seed is broadcast , the surface will be left fairly rough to trap the seed and keep it from being affected by wind . SEEDING TIME The grass seed mixture will be planted from early fall through spring ( November through May ) . The time of planting will be controlled by when the resoiled areas are ready for planting . If L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 20 EXHIBIT E RECLAMATION PLAN (corer) fall planting is convenient , the seeding will be done before the first freeze ( about the time Winterwheat is planted ) . If spring planting is called for , it will be done in March or April , weather permitting , after the last frost . Both periods assure there will be adequate residual ground moisture available for the newly planted seeds . For areas that will be planted with crops , the crops planted will be determined by the Landowners or farmers who handle crop planting now . GRASSES* The following seed mix was developed by the NECS office in Brighton many years ago and is used on all L . G . Everist mining operations in Weld County . It has proven to be very reliable . This mix will place approximately 41 . 2 seeds per pound per sq - ft as prescribed by the NECS planting guidelines . If the seed is broad - cast , the amount will bedoubled and spread on a rough surface . The seeded areas will then be dragged or raked thoroughly to set the seed . Under normal conditions , the operator will strive for a 30 to 40 percent cover rate on the grass revegetated areas when reclamation is complete . No trees will be planted , because they are not compatible with reservoir development as their root systems affect the liners . It is expected some natural invasion from adjoining areas will occur . PROPOSED SEED MIX Species Lbs . PLS /Acre Western Nheatgrass ( Aribba ) 5 . 0 Big Bluestem ( Champ ) 2 . 5 Blue Grama ( Hachita ) 0 . 6 Swi tchgrass ( Blackwell ) 1 . 75 Total 9 . 85 It has been our experience on other operations , that the seeded area will have a heavy cover of weeds after the first year . The second year , there are fewer weeds as the grasses start to take hold . By the third year the weeds are mostly gone and the grass has estab - lished itself so it will grow in future years . These weeds also tend to shade the seedbed , retain snow in the winter and act as a wind break for the newly emerging grasses . The area will then be monitored for success of revegetation until it is released from the permit area by the Mined Land Reclamation Board . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 21 EXHIBIT E RECLAMATION PLAN (corer) WEED CONTROL The revegetated areas will be monitored closely each spring for the first two years to determine if noxious weeds are invading t he area . L . C . Everist , Inc . will implement a weed monitoring and control plan that covers the areas actively used by their opera - tions . Weed control on the agricultural use areas will he the respon - sibility of the landowner or farmer using the land . Weed control in the mining and reclamation areas will be initiated if the problem becomes serious or if an excessive weed cover is still present at the end of the second year . In no way should this be taken to mean that L . G . Everist will try to eradi - cate all the weeds from the site . Some weeds are beneficial to the upland game species in the area , they provide important protection from the elements duringwinter , and nesting sites during the spring . Total eradication of weeds from the site is not necessar - ily desirable or possible , so we will be using stronger controls on t he noxious weeds and controlling the rest as needed . Weed control may be done through mowing or chemical means . Control of noxious weeds is important to the state , so we will follow USDA Extension Service recommendations to control them . Our Weed Control Plan is included in the APPENDIX IRRIGATION No irrigation is planned for the revegetated area around the reservoirs . It makes the vegetation dependent on water and does not promote a vegetation cover that is diverse and capable of self regeneration . On cropland area irrigation may be used by the landowners . RECLAMAHON PERFORMANCE STANDARDS ( The following information is presented to address specific parts or Rule 2 as required by the NLRB Rules and Regulations . ) The operator intends to mine the property in compliance with t he Reclamation Performance Standards of Rule 3 . Grading will be done to create a final topography that is compatible with the intended final land use . The slope in the developed water storage reservoirs will be mined to their final slopes . These slopes will he 3 : 1 and on the backfilled areas we will attempt to retain the present drainage pattern across the property . A mine entrance sign that conforms to the requirements in Rule 3 . 1 . 12 ( 1996 ) will be installed at the entrance to this facility prior to commencement of mining _ L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 22 EXHIBIT E RECLAMATION PLAN (corer) The material used to create the slopes will be native material found on the site . It will consist of sand , gravel , overburden and t opsoil . The Phases will be reclaimed so that a suitable grade for drainage exists . All surface runoff will be directed into the excavated area or natural existing drainages around the site . All grading will be done in a manner to control erosion and to protect areas outside the affected lands _ All backfilling and grading will be completed as soon as feasible after mining is completed . All refuse will be hauled away or disposed of in a manner that will control unsightliness and protect drainage systems from pollution . There are no acid - forming or toxic materials inherent in the sand and gravel deposit . If petroleum products are stored at the site for mining equipment and operations , they will be stored as prescribed by applicable laws . Any storage tanks will be surrounded by a berm or be of the latest construction / adequate to contain any fluid spilled , should a tank rupture . In addition , t here is adequate absorbent materials on site to contain any spills t hat would occur . There are no drill or auger holes on the land . Maximum slopes will be within the limits set forth in the Rules and Regulations of the Board and will be capable of being traversed by machinery . The operator does not expect prevailing hydrologic conditions to be disturbed . L . C . Everist will comply with applicable Colorado water laws and regulations ( as the operator understands them) which govern existing water rights . The operator does not expect to adversely affect the prevailing hydrologic balance of the affected land and surrounding areas . Nor does the operator expect to affect the quality of water in surface and ground - water systems both during and after the mining operation and during reclamation . In addi - tion , the operator shall comply with applicable Federal and Colo - rado water quality laws and regulations . Any water used in the mining operation and the processing plants will come from water owned or leased by L . G . Everist and legally suitable for use in mining operations . EXHIBIT G - WATER INFORMATION contains specific information concerning impacts and uses of water at this mining operation . No dredging takes place at this facility , there are no tempo - rary siltation structures involved in this operation and no mining will be done in a river or waters of the United States . A U . S . Army Corps of Engineers Permit is not required for this operation because no jurisdictional wetlands will be disturbed by mining or other activities on the site . Settling ponds will be constructed on the site to collect water from the material washing at the processing plant ( s ) . The fines in the wash - water settle out in the ponds and the water is t hen recirculated to be used again in the processing plant . Ground - L. G . Everitt, Inc. Ragsdale Reservoirs 23 February 6, 2020 EXHIBIT E RECLAMATION PLAN (corer} water collected from dewatering trenches may be discharged from the site , after any natural fines have settled out . . The discharged groundwater quantities shall be measured and sampled as per the requirements under a CDPS - Sand and Gravel Mining Process Water and Stormwater Combined Permit . There will be no earthen dams on the mined area . The mining and reclamation plans have taken existing wildlife conditions into consideration . The final reclamation will enhance the area for wildlife use . The mining and reclamation plans allow for the safety and protection of wildlife remaining on the mine site , at the processing site and along all access roads to the site . In practice this is done by limiting the amount of distur - bance , restricting truck and equipment speeds to 15 mph or less and doing concurrent reclamation . Mine employees are trained to deal with wildlife found on the mine during operating hours to avoiding harming them . See EXHIBIT H - WILDLIFE for more information . As mentioned previously , topsoil in the property is of good quality , so it should be a decent growth medium for reclamation . When topsoil is removed , to reach the sand and gravel deposit , it will be segregated and stored in graded stockpiles , generally located in areas where disturbances by ongoing mining operations will be at a minimum , i . e . , along setbacks on the pit perimeter . If the topsoil ( and overburden ) stockpiles remain undisturbed for more than a year , the approved seed mix will be applied to prevent erosion , to control weeds , and to keep them viable for reclamation . Fertilizer and other soil amendments may be used as discussed in this plan . R LAMA T O TIMETABLE Reclamation will begin once enough area has been opened so that any reclamation completed will not be disturbed as mining progresses . This may take 5 or more years depending on the eco - nomic conditions in the area and the amount of material mined . The operator anticipates approximately 80Ws of the total mined land will be reclaimed by the time mining is completed . If revegetation problems occur before release , an analysis of the problem area will be done and the area will be revegetated again as necessary . The seed mixture and rates may be revised as needed to complete reclamation , if a substantial modification is required , the Division will be notified prior to making the change . This gives us the most flexibility to complete reclamation success - fully . L. G . Everitt, Inc. Ragsdale Reservoirs 24 February 6, 2020 EXHIBIT E RECLAMATION PLAN (corco Table E-1 : Reclamation Phases -Option A ACRES ± Misc . ( DITCHES Area Years WATER REvEGE - READ I UNDIS - TOTAL TOTAL AREA TATION TURBED AREAS , ETC . ) Phase 1A 5 to 14 29 . 47 0 . 00 15 . 02 0 . 00 14 . 45 Phase 1 3 to 5 80 . 51 64 . 31 8 . 03 . 1 . 65 6 . 51 Phase 2A 3 to 8 25 . 38 0 . 00 15 . 08 0 . 00 10 . 30 Phase 2 3 to 5 156 . 10 115 . 38 15 . 22 4 . 18 21 . 33 Phase 3 3 to S 73 . 98 61 . 45 7 . 22 2 . 13 3 . 19 Phase 4A 3 to 10 40 . 12 0 . 00 32 . 81 0 . 00 6 . 97 Phase 4e 3 to 10 26 . 50 0 . 00 19 . 53 0 . 00 7 . 31 Phase 4 3 to 5 58 . 97 43 . 38 10 . 70 2 . 56 2 . 32 Phase SA 3 to 10 8 . 3S 0 . 0D 3 . 31 0 . 00 5 . 04 Phase 5 3 to 5 49 . 20 25 . 42 7 . 98 3 . 23 12 . 58 Phase 6 3 to 5 94 . 72 75 . 84 12 . 14 3 . 39 3 . 35 I Totals 643 . 30 385 . 78 147 . 04 17 . 14 93 . 35 Table E-1 : Reclamation Phases -Option B ACRES ± Misc . ( DITCHES Area Years 'WATER RENEGE - ROAD r T.TNDI S - Tt�TAL AREA TATION TURBED AREAS , ETC . ) Phase 1A 5 to 14 29 . 47 0 . 00 15 . 02 0 . 00 14 . 45 Phase 1 3 to 5 80 . 51 64 . 31 8 . 03 1 . 65 6 . 51 Phase 2A 3 to 8 25 . 38 0 . 00 15 . 08 0 . 00 10 . 30 Phase 2 3 to 5 156 . 10 119 . 38 12 . 39 2 . 99 21 . 33 Phase 3 3 to 5 73 . 98 61 . 45 7 . 22 2 . 13 3 . 19 Phase 4A 3 to 10 40 . 12 0 . 00 32 . 81 0 . 00 7 . 31 Phase 4B 3 to 10 26 . 50 0 . 00 19 . 53 0 . 00 5 . 97 Phase 4 3 to 5 58 . 97 43 . 38 10 . 70 2 . 56 2 . 32 Phase 5A 3 to 10 8 . 35 0 . 00 3 . 31 0 . 00 5 . 04 Phase 5 3 to S 49 . 20 28 . 13 5 . 70 2 . 79 12 . 58 Phase 6 3 to 5 94 . 72 77 . 94 9 . 76 3 . 68 3 . 35 Totals 643 . 30 394 . 60 139 . 55 15 . 80 93 . 35 L. G . Everitt, Inc. Ragsdale Reservoirs 25 February 6, 2020 EXHIBIT E RECLAMATION PLAN (corer} EXHIBIT F - RECLAMATION PLAN MAP Located in Map Pocket attached . L. G . Everitt, Inc. Ragsdale Reservoirs February 0 0 BASELINE DATA watvc , wildU . e , 4o424 , cage atCart , climate EXHIBIT WATER INFORMATION Introduction The site is located about 3 . 5 miles north of Fort Lupton , Colorado . Please refer to EXHIBIT B VICINITY IMP for the property configuration and the relationships to surrounding geological fea - tures . The site is bordered on the north by Weld County Road 22 . 5 and on the south by Weld County Road 20 , on the west by the South P latte River and on the east by the neighboring agricultural proper - ties . There are two ( 2 ) ditches that cross the property from north to south in the western area - the Evans # 2 / Platte Valley Canal and a landowner - owned irrigation return flow ditch ( noted as the Cannon Return Flow Ditch on the permit maps ) . There is one ( 1 ) ditch that crosses the property from north to south in the eastern area - the P latteville Ditch . None of these ditches will be disturbed by mining . In addition , the western and eastern areas of the mine are divided by U . S . Highway 85 and the Union Pacific Rail Road tracks . Based on regional groundwater studies and the experience gained by L . G . Everist , Inc . during numerous previous permit applications t hey have found that slurry wall liners mitigate any impacts to g roundwater on nearby areas surrounding a lined reservoir . Addition - ally , the ditches , river and streams lying across or around the site will limit groundwater mounding or shadowing . If any significant g roundwater changes do occur , they can be mitigated as discussed below . A tiga c'ln Trigger Starting in October 2019 , L . G . Everist , Inc . began to collect g roundwater elevations from newly installed monitoring wells on and around the mine area to establish historic ground water elevations around and on the site . A 2 - year period from October 2019 to September 2021 will be used as the baseline for triggering mitigation actions . Mining may have started by this time , but since the start is planned on an area that will not be lined , the baseline data needed for the areas that will be lined will be in place before installation of the slurry walls will begin . There are outside influences not caused by any mining operations of L . G . Everist , Inc . These outside influences that have been acting on the groundwater levels will continue to influence the groundwater levels and impact the baseline range and trigger point . The natural g roundwater depths vary from 3 . 5 to 9 feet below the surface in Phases 1 and 2 when they were measured in March- 2019 . The seasonal operation of the unlined irrigation return flow ditch that crosses t he permit area on the west will affect groundwater levels and could help with any mitigation needs in the Phases west of the highway . Between the Platteville Ditch and the Railroad in Phases 4 , 5 , & 6 , t he groundwater depth varies from 3 to 24 feet below the surface , when measured in March- 2019 . Groundwater depths can vary L. G . Everitt, Inc. Ragsdale Reservoirs 27 February 6, 2020 EXHIBIT G WATER INFORMATION ( CONT) significantly through seasons and years , depending on many influences , including , climate , precipitation , irrigation , other pumping rights , and much more . L . G . Everist , Inc ' s . experience on other mines in the South P latte River valley indicates that groundwater levels can fluctuate as much as 7 + feet depending on the season . In a normal mitigation t rigger plan , the trigger limits would be set at 3 foot change plus or minus change over a 3 - month average . Realistically , in this case the trigger number should be based on a 3 - foot change determined by a line that approximates a up or downward trend of the water table and considers outside impacts such as , drought , adjoining mining activities , storm events or decreased irrigation activities . At the current time , there is no mounding mitigation plan for when the water table increases . We do not expect this to be a problem where the slurry walls are in close proximity to a flowing water body like the ditches , return flow ditch and the South Platte River . Mounding would be controlled by those water surfaces and it would only affect Cannon Land Company areas around the reservoirs . On the east side of the Evans # 2 / Platte Valley Canal , the ground - water table averages 11 feet deep and there are enough unlined areas crossing thru the lined reservoirs to allow for some increase without impacting surface features . In the eastern area groundwater averages 12 feet below the surface , there are numerous , gaslines and road corridors that would allow ground water to bypass the lined areas . The mining operation will have minimal effect on the South P latte River in the form of minor groundwater depletions due to evaporation and water uses associated with mining . The depletions to t he South Platte will be mitigated thru a temporary Substitute Water Supply Plan ( as required and approved by the Division of Water Resources ) to prevent injury to the vested senior water rights . The reclamation plan proposes the creation of 8 ( or fewer ) slurry wall lined reservoirs that will not be hydraulically connected to the South Platte River or any alluvial aquifer . The Mining Plan includes four ( 4 ) unlined pits that will be backfilled l led with excess overburden and wash fines from the sand and gravel processing plant . The reservoir phases will be sealed prior to mining , thereby eliminating the groundwater draw down which is typically associated with mine site dewatering . This will also eliminate or minimize the possibility of any adverse impacts to nearby alluvial wells . Potential Water Resource Impacts Ground Water Wells We expect this mining operation will have no or minimal impacts on the prevailing hydrologic balance . Sand and gravel mining related impacts to groundwater wells near the pit will be mitigated through the installation of slurry walls around the perimeter of new L. G . Everitt, Inc. Ragsdale Reservoirs February 0 0 EXHIBIT G WATER INFORMATION ( CONT) reservoir mining phases prior to the start of dewatering in each reservoir phase ( see EXHIBIT D - MINING PLAN ) . TABLE G- 1 is a list of 20 wells from the Office of the State Engineer ' s files , and whose permit locations are within 200 feet of the permit area . ( Note : Well permit locations are not always accurate , especially for older wells . ) The wells highlighted in blue are outside the permit area ( which is owned by Cannon Land Company ) . Cannon owns 12 wells . Of the B highlighted wells not owned by Cannon , one ( 1 ) well is a deep well ( highlighted dark blue ) and seven ( 7 ) wells are shallow wells drawing water from the surface aquifer ( highlighted light blue ) . L . G . Everist , Inc . has installed 14 piezometers ( a . k . a . Monitoring Wells ) around the mine . Their locations are shown on the maps and on MAP EXHIBIT G -1 WELL MAP _ L _ G . Everist started data collection in October 2019 and will do monthly readings throughout the life of the mine . We will provide a summary of the data yearly with the Annual Report . Post Reclamation Any slight groundwater mounding and shadowing associated with the slurry wall sealed portions of the pit are not anticipated to produce any adverse impacts to adjacent properties . Potential g roundwater mounding in the western parcel will be mitigated by the South Platte River , the Evans # 2 / Platte Valley Canal , and the irrigation return flow ditch ; and on the eastern areas by the P latteville Ditch . These existing water features will serve to regulate and balance groundwater elevations in the alluvium adjacent t o the sealed pits . The backfilling in Phases 4A , 4B and SA is not anticipated to produce any adverse impacts to adjacent properties , since the phases are surrounded by unlined areas that will carry ground water around t he backfill . l l . The operator does not anticipate any long - term post - reclamation g round water depletions , but if there are any , they would be replaced t hrough a Colorado Water Court approved Plan of Augmentation . L . G . Everist , Inc . has entered into a contract to mine the g ravel and construct the developed water storage reservoirs with Cannon Land Company . AE water storage reservoirs are completed , they will be turned over to Cannon for further development into developed water storage reservoirs . L . G . Everist will submit Technical Revisions to the DRMS if Cannon makes changes prior to L . G . Everist receiving final reclamation approval and acreage releases from the Division . L. G . Everitt, Inc. Ragsdale Reservoirs 29 February 6, 2020 EXHIBIT G WATER INFORMATION ( CONT) Discharge Permits S u r f ac a Water Management When necessary , ground water will be pumped and discharged from t he Ragsdale Reservoirs mine under a CDPS Permit which the operator will obtain from the Colorado Department of Public Health and Environment , Water Quality Control Division ( COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT - WQCD ) . This permit will remain active during t he life of the mine . The discharge points may change as mining progresses and all necessary changes will be submitted to the WQCD for modifications to the discharge points . Runoff from disturbed areas will be managed and controlled to protect against pollution , of either surface or groundwater through t he implementation best management practices which include sloping d isturbed areas inward toward the site / vegetating berms and other d isturbed areas , and other site - specific controls as needed . Estimated Consumptive Water Use The annual consumptive uses of water f o r the Ragsdale Reservoirs mine are estimated to be : USES VOLUME Acre - feet 4 Moisture Loss in Materials ( 1 . 7 50 . 05 Million tons ) Dust Control 3 . 00 Water Surface Evaporation ( 10 ac ) 23 . 80 Total Consumption ( Augmented ) 76 . 85 Substitute Water Supply Plan Ground water depletions associated with L . C . Everist ' s Ragsdale Reservoirs operation will be covered under a substitute water supply plan ( SWSP ) pursuant to C . R . S . 37 - 90 - 137 , approved by the State Engineer ' s Office ( SEO ) for replacement of the ground water depletions due to mining . This plan will be updated and renewed every 2 years . The Applicant will maintain a SWSP throughout the life of the mine . After completion and reclamation of all lined reservoirs there will he no long - term evaporative depletions . However , if any unlined open surface water areas remain at the end of reclamation , then a court approved augmentation plan will be applied for before reclamation is complete . 100- Year Floodplain la in Portions of the Ragsdale Reservoirs mine are located within the 100 - year floodplain of the South Platte River . The applicant will obtain a Flood Hazard development Permit from Weld County as needed . The location of the 100 year flood line on the affected lands was transferred from FIRM Panel 081123C1915E 3 C 1915E to all maps . L. G . Everitt, Inc. Ragsdale Reservoirs 30 February 6, 2020 EXHIBIT C WATER 'INFORMATION +iLipiaNTl TABLE G-1 WATER WELLS WITHIN 200 FEET _ - Pe►iadtlfd Permit Construct!inn Last Porno C'Pnlpleted Pelfa+7ted Casing Purr?Tru ' Permit Number Contact N]Tr" Perry! 54atIrS Section CltcY ❑1410 LAINtuc$e tlingnude Per0'ilt CaR•gery i4SUr{!d Dellis , Insaail Date Uws) , Wel (*Mk Casing top, Bottom telp I 193,5103. NERA4AM, ALFRED $w&i Conslrwctii P St SE X10.1419'97 04.41 11.00itilla) 6/V19%. , iCA41'1►CTt1C CANNON LAND [5 reArd, 5Oj 550 l Well Constructed A 5W 40 114(07$ 104 O S Inidleattgl $,/'3tl,t1970 gf39fl901 Dorra!stic, 5tmk *A I .111 56 IARb+16 CALVIN WING TRUST 110111 LAND I 38701- Wrll Conslrutterl 3 SW 5W 40..1.3244 •y0dr.db.165 Sesldmntisl 7/21/11169 7111611969 Diarraettic SB AFB S$ al CATTLE CIO} 4i0 l4 �2F -ILDA 8043 U1 Girr-�rfa! Poip tic 5J 111.977 R/21' 1972 S,J1Af19r72 Ivr,t4iOin GC 3C CO 1300 5, 1F H G-a4MM�M�h'h1ERllF' 14'rllCtsr,slrt,cCc-d S4�ti' 554 r ` Milt 3AKA-IA (Ti415S INVE5FMENT CO) %/HI Con strutted El SE NW a0 1.84773 -104 Sn14R r rt& PoirPerse n1141958 It - '$jo k 58 78537 CALVI*4LIVING TRUST Win MCWrll Canstruiett41 g SW 1JE 4045199 1 D4,111445 Residential 48,,11:973. Stock IL CATILE CO • 2:Ai i f II fA!1NON'WAIL R Alf' Well Cansirlarte.d 17 SF NW i 40 1.3810". -104 811)31 7 Grnrral Pi". Ene ID/PrO19C<B I IJP7r141.g1 a 4ri; - lic3n !.5 : I CA ti p LE PUPAS INICIR111 1.51641I-4 ME P'O Weil Ge+h;1,fir elili+l 17 1'44 pay 4Q,1479.-It. -a17'I,r111)4:14 General Purpose 4Ji , 49.O • 'f31,"19S0 rr+rintion l:4 .44 j f ,- ' DIST r1 r. 1 $31A, CANNON LAND _ S4iell Con trvcted_ lg St 5E ' 40%137&65 -3Q4•,E14 6 tl.esldential I 0011.962 5rts►ck. 4 32 1413804-It CANNON WATERILP Well Con ctruited 1$ 5iaill 5g 11J 111543 =10• $2O.1,2 c„rnrroUw, . Sn AJS,ttrly.t, s S 1974 .z0,11971 4fi Agri !t! 1t B ' 'I'i 16IR2•R CANNON WAMERt 1LP Well Conylrucc,rd 1R 'SE 51 - 4C 1 1W17 •10.'4 $:1078 C,enrrsl Putout,- , 12f2411;61 . [iri ]scion SS 251107-F-It Mi3'EEt SitALUN A4 Perini! Blued 18 ,NE NE 10, 141P3) •704 81171 Gerrrrail Pri . .op j 19 19,110) i • • . than CANNON IlfirdD EROME LAND CA +6- Well carsti'tl�led 18 ML Pct 40. 13 78155! -10'1.87036 fresrdentIe 1U11"1r141T1 Dettl!STEL 4 )�,It3 FTIE CO) O -WC® CANNON BROWN W WellConsurcued IS Si, 4C,. 1,142?G •10481551 'inter*W.iln ' 3024,190 tort 3# 785.37, aNINON L9d16 Co W.-II i_gns:tru'tati IS NE I SI 4CP 13459 -104 812.16 Nn'dentaal I Dtare-es* Muudi ''f37'A•I CANNON WATER LLP Well torrsrnrttod IR SE i Si El' 1,31]71! •Ib.4R10'?R General Pu , r rr 3f7/k%S 5 jii ad 14ti', trr stern Sf, I) Sf, C 9711 fANN©M LAUD CO Well feestrtictet1 15 Si i SI 4t'. 132471i IDA R'1311 Pty%idential ID!Ir:S19i,i g Stott S3 i 10811 I CANNON LAND CO Odell Eam;trarcird 19 NI.V NE sillt 129027 1(14 316110 1',erroral F'urpc .e , 4 f 112/196& Irrrgaiton 34 15102%1 BANCiE11/1EVAN5 Welt Eair•.2riuttrd 19 NE NE 40.190524 -104 81121 Re-t air nlial i 11/30/14318 Dflmes₹ic 40 SOURCE COLORADO DIVISION OF WATER RESOURCES WELL LOOK LIP VW2020 I COLORADO ' S MAP E H1t51T G _ 1 tO Decision sub posit sytm Map Viewer CINCH ,0 1Ik.R Legend ir i " ‘Ii-lb, - a Well Constructed oN.„ ,i. Wig II, ler , a. M 4 ,4943P II ElfIbTIli04i2 TOR FF1G WELL th i illfr la i / f ;h 11711 G �44 ii - I I L - :. CANNON (5AEATA - f 18 . - e A h tOtN 566 a €-R d ; i 1 , • V' CI-IECO 7117E ,,_ _ _ -i, hi . , i f., i i , , , i t4 48w rr .. .01 I, 1 r ,1 i ‘711 r, Los J , I _-- ' II 9 ►j !! I t0�flx1F�P NE 1535P 9 ka. ... 1 . , . i — vv-4 . 1•44 t i t. ;lzs} ` NI, - Aires 7071060 i. e I 1 p H } , D, N i ,. , 1Vr 1, - -ib.....atik• ' iiie,liiiii. - • a Ill tr lir i a I t1 s Notes 1.111 — ti �a I. [ - • i4ai Y t. I i Of 9 - ilhk._ eill I a , rte.' yy v r' —"-- W r Lea 02,000 4,004 Feet ;rim i pyCin t a �r�c r sek� �� Users x l J y IT sy ref SUM,y boor man'��y � ty cites 02? �'; , '-_7...`.'-'11' a st.not •� ouipt ed l'.ms`s a Via atL1t afraid rind," 5J ii1.I did! MA ontAitydiva mikratran saute'F k to•P re Legibility cal VMi witerallicr 1 ' 24 .000 Cate he w pact 1 2 112Oi 9 2.25 r0 PM EXHIBIT H WILDLIFE INFORMATION The following information is presented to address the requirements in Rule 6 . 4 . 8 - Exhibit H Wildlife Information . Significant Wildlife Resources Much of the land to be permitted is used as an active farm with many areas used for crop production . The species of wildlife found in the area around the property are those typically found on actively farmed areas such as turkeys , song birds , and duck and geese , as well as mammals such as skunks , mice , deer , fox , and coyotes . The larger game animals such as deer , fox , and coyotes are commonly seen along t he South Platte River or in cultivated fields after harvest . In areas surrounding the water features crossing the site , there may be reptiles and amphibians . The smaller mammals and wildlife are usu - ally found around the perimeters of the active croplands and farm buildings wherever protective vegetation exists . No raptor nests were observed on the permit area however , an old eagles nest was ob - served on an adjoining owners property that is north of the permit area . We are aware of a winter roost for eagles located along the S outh Platte River to the north of the permit area . Since the pri - mary roost activity and nest are not in the permit area they will not be disturbed by mining . There is no nest identified on the Colorado Parks and Wildlife ( CPW ) web site . S easonal Use Many of the mammals that may potentially be encountered on the mine are expected to be year - round residents , or will come and go depending on their mobility . The deer / fox and coyote are not move - ment - restricted and tend to travel through many properties as part of their natural daily routine covering several square miles . The water fowl , raptors and other birds may use the property year - round with some migrating in the spring and fall . Shorebirds may use the site during the spring , summer , and fall for feeding or resting during migration . The smaller mammals may be displaced initially , but with the amount of surrounding area that will not be disturbed they will find places in and around the active mining areas . Any amphibian and reptile species that may be present on the site could be year - round residents , since they would likely stay in the areas around the site ' s water features ( ditch setbacks ) / which will not be disturbed by mining . Threatened and Endangered Species and Critical Habitat There are no threatened or endangered species on the permit area t o our knowledge . A site review indicates there is no habitat for t he Preble ' s meadow jumping mouse on the permit area . Areas near L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 33 EXHIBIT H WILDLIFE INFORMATION (CONT) t he irrigation ditches within the site have steep sides and do not have vegetative cover that is characteristic of Preble ' s habitat . In addition , the only possible habitat on the permit area for Ute ladies - tresses orchids would be the area between the Cannon Return Flow Ditch and the Evans # 2 / Platte Valley Canal - and this area is not being mined . Bald Eagles have been removed from the Threatened and Endangered list however they still fall under the Migratory Bird act . As noted above , there is an old nest on an adjoining property and a roost area mapped along the river northwest of the permit area . Mining will not t ake place close to this area prior to mining in Phase 2. . During the time prior to mining in Phase 2A and the other mining phases , additional observations will be made to determine what actions are needed , if any , to prevent any conflicts with the mine ' s operation and any eagle activity . If any eagles are observed , the Denver Office of the Colorado Parks and Wildlife ( CPW ) will be contacted to confirm the observations and advise L . G . Everist on what actions should be t aken to avoid disrupting the sites during nesting times . L . C . Everist will then take the appropriate actions to minimize distur - bance to the nest or roost area . Project Effects to Wildlife Existing wildlife in the area is not expected to be signifi - cantly impacted by mining at this site . Temporary and permanent losses of food and habitat are not expected to be significant as the area of disturbance will be limited to less than 30 %- of the permit area at any given time . Haul road speed limits will be limited to 15 MPH or less . There may be some displacement of smaller birds and mammals during active mining operations in a phase , but once a reser - voir is developed it will increase the habitat for shorebirds and water fowl . The revegetated areas may become habitat for small mam - mals . There will be no mining within the river corridor area , there - fore leaving a transit area for larger wildlife and scavengers along t he river to bypass the mining area . The ditch ROW ' s and irrigation return flow area will also provide transit corridors through the mine as it develops . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 34 EXHIBIT IL SOILS & VEGETATION SOILS INFORMATION The following information was obtained from site observa - tions and the basic soils and vegetation information found thru the USDA ' s National Soils information page and the Soil Survey of Weld County . The soils information was downloaded from the USDA site and is made part of this application . Soil units are shown on the USDA map , reproduced on the next page . The photo map shows the surrounding vegetation features and soil types . As explained earlier in EXHIBIT D - MINING PLAN , the mine site is located about 3 . 5 miles north of Fort Lupton and is separated into a western and eastern area , because the land is separate by U . S . Highway 85 and the Union Pacific Railroad . The western border of the western area of the mine site parallels the South Platte River . The first two ( 2 ) mining Phases of the west - ern area lie in the floodplain of the river , and the remaining western area lies east of the Evans # 2 / Platte Valley Canal , The entire eastern area of the mine site lies east of the UP Railroad / where there is a terrace deposit that is currently used as agricultural croplands There are 11 soils types found on the mine site that will be disturbed by mining . Under laying the topsoil is a layer of overburden varying from 1 to 3 feet deep and a layer of gravelly sand that is 12 to 50 + feet thick . There is adequate topsoil to salvage , so an average of 6 - 12 inches will be replaced on all areas needing seeding for reclamation . The excess soils may be sold . The overburden will be used on - site to backfill l l areas that will not be developed as water storage areas . Some topsoil and overburden may be sold as fill material . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 35 Custom Sail Resource Report ai' Map a 3 514 10 .515rUti E,15,4ii •s 1+h'l 5!i k(1 tl I, 1 1 acs rxa�- rr 1. _• I. al II . \ilict II. _ _ 4t,v Y 1 11 �` _ .+ li\ \ i,III Ilits a t20 ‘ii ilill - • Wad ID rle • it' ‘r i 74 , _ ill ilstiiir.,4.,,_ _- Ms it ni 111100.seiviiiii I '* i iji s, 4 I 161, saa 1 , illiffir i .r i I :: at tt ' i ‘ le C 0. i ". q t: i i It I t. �13/4 1- CI H , � $ I el -- 1 - iikilhiiiiiiiiiii- ler . , 4 4,4 iteler - I I i �I d iltik e IPS api li 4. , \-- III gin-a 44 � r'� r A' . iii , " I ). I Nat eio e is ti {s L 1" API Si 0 -lijialla mi IIIISILly ii ,�4 _p . ,� S_ _ . ." • , 4 it a I lillimilliblhiSH 'Tit"' It- . 3 et 1 6 i ~ db_ i iiik i, J q r_. - per-, = r R -Si,' Soil rv�r ip r1lay� rot 1j � rra lid. a;t t1hi. :474.51,75711&,.... I u, F - 1 r+ i _ j T (3' N 5149C0 S1t7o-i 515330 515530 515706 5159CO 5tBlOl 3 • •-r ri b. Map Scale. 1:9000 if prarted on A pout (BS' x 11'f) met - f 0 1C0 2O3 400 - mot A, 0 45C lax ,, „ecbo , Mrt Corner it : V103984 Sticielies: OW Zone 13N rINGSS4 36 Custom Soil Resource Report Soil Map M it 51 51x111 1 51 61661 5161600 51S EO0 517000 517= „yos ' 146 N C -- - 400 ft1A' N Ij. n • n. 1 J II ei...__ I I ! ' _ __ _ ' I_ oad 112. - iiip I I\ ' 11 rn li k 4 -1 . op.0 1 3 II .� • • — ilk: D1 A 1 I I I r �p 5 C C . , • r i . 1 � a' I s 4!R • __ am I Ill! a . 11 I t. _ , _ . / ga __ . 1 • r . _ 3. a� oo r ::Ir • _ _ — - - - _ h _ y j L I _ ^1r s ' , � " _ ra:r i ; 4f t14 I • h I I- I * _ .,I _ - - r II a rs . I i r i ' " 11ji,41 IrTII p Im - _ • I I • III .• r, G as ti 1 13 T Iii w it • 1 �'� a AY'� ' ' , 141 r irl ' ...../�.? _ ,0 .' I�iA r .. .iiI 111 r . 4 __ 42 " . - 42 _ ;,a 4 fa Ai - Zellerr' .1 � f � 1:IA i •I __ 4CP ₹C11`Ca al I, I ' S11 fd 51 "_ 04 51 eal0 51(Ma 51640) 5516693 `1'3'I WOOD 51ThI) lin map Scale: x,9$IO if printed tin A partnit (S.Su x 11"1 sheet. 'IICAC1060:1 Ilt A 0 450 9C0 ,met Map 1 27O5proje�xan Mercator Comer Sa o W e Des: UM Zone 13N 36a Custom Soil Fkeso•urce Report MAP LEGEND MAP INFORMATION Area of Interest (AOL) Spoil Area The soil surveys Mat comprise your A0I were mapped At Area, of Ink-rust (,AOI) 1 24 .000, Stony Spot falls ,1 Very Stony Spat Please rely on the bar scale on each map sheet for map Sail Map Unit Polygons measurements. rei Wet Spot .. 41 MEW Unit Urtds A Other Source of Map Natured Resources Conservation Service Soil Map Unit Points Web Sod Survey URL: .t Special Line ifeaturas Srpeda'1 Point FtartLtrrys Coordinale System. Web Mel-cater (EPSG;3857) Blowout Water Features Streams and Canals Maps from the Web Soil Survey are based on the Web Mercator B rrt , tart. projection, which preserves direction and shape but distorts Transportation distance and area. A projection that preser es .area. such as 1tiw olsy S k PAr Albers equal-area conic projection. should he used if rriore Closed aeptassion accurate cnlcaulations of distance or area are required. tnlerltaie HighwAy5. Graved NI US Eot►tek4 This product ts generate ) from the USDA-PJRCS certified data as Sravelly Spot of the version da1e1s) t listed L�alc . Major Rpads �1 L.a ndfill Leal Roads Sail SvNey Area: Weld County. Colorado. Southern Part A Lava flow Survey Area Data: Version 18. Sep 13. 2C19 I� `. Background 416. March Or swamp Aerial bq.i= raph'y Soil map units are labeled (as space allows) for map scales is Mine or Quarry 1 50,000 or )anger Miscellaneous Aare; Date(s) aerial images were photographed Sep 20, 2015—Oct Paranoia' Wain, 21 , 2017 ,fir Rock Outi rtp The orthophoto or other base map on which, the soil lines were + Marina Spot compiled and digitized probably differs from the background imagery displayed) on these maps.aps, As a result: some minor " . • Sandy Spot shifting ni map unit boundaries may be evident., Severely Eroded Slit Sinkhole a Slide or Sip Q Sozlic Spat Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 1 Altvan loam, 0 to 1 percent 272.1 36.8% slopes 2 Altvan loam, 1 to 3 percent 92.3 13.2% slopes 3 AquaIls and Aquents, gravelly 2044 29. 1 % substratum 10 Ellicott-Ellicott sandy-skeletal 30.9 4.4% complex, 0 to 3 percent slopes, rarely flooded 16 Colby loam, 3 to 5 percent 10.5 1 .5% slopes 21 Dacono clay loam, 0 to 1 25.0 3.6% percent slopes 22 aacono clay loam, 1 to 3 21 .5 3. 1 % percent slopes 38 Nelson fine sandy loam, 3 to 9 0.0 0.0% percent slopes 42 Nunn clay loam, 1 to 3 percent 0.2 0.0% slopes 52 Otero sandy loam, 3 to 5 44.6 6.4% percent slopes 76 Vona sandy loam, 1 to 3 0.1 0.0% percent slopes Totals for Area of Interest 701 .7 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area . The map unit descriptions, along with the maps, can be used todetermine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas . A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena . Thus , the range of some observed properties may extend beyond the limits defined for a taxonomic class . Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes . Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. 38 Custom Soil Resource Report Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components . They may or may not be mentioned in a particular m a p unit description . Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting , or dissimilar, components . They generally are in small areas and could not be mapped separately because of the scale used . Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each . A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions , especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape . The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans . If intensive use of small areas is planned , however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions . Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness , and arrangement. Soils of one series can differ in texture of the surface layer, slope , stoniness, salinity, degree of erosion , and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series . The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam , 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas . These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps . Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative pro portion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes , is an example . An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion 39 Custom Soil Resource Report of the soils or miscellaneous areas in a mapped area are not uniform . An area can be made up of only ore of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 40 Custom Soil Resource Report Weld County, Colorado , Southern Part 1 Altvan loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 361j Elevation: 4, 500 to 4,900 feet Mean annual precipitation: 14 to 16 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 1S0 to 150 days Farmland classification: Not prime farmland Map Unit Composition Altvan and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Altvan Setting Landry : Terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Old alluvium Typical profile Hi - o to 10 inches; loam H2 - 10 to 25 inches, clay loam H3 - 25 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water °esat): Moderately high to high (0 .20 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Available water storage in profile: Low (about 5. 7 inches) Interpretive groups Land capability classification (irrigated): 38 Land capability classification (nonirr/gated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (F OB7BY992Co) Hydric soil rating: No Minor Components Cascajo Percent of map wit: 9 percent Hydric soil rating: No 41 Custom Soil Resource Report Aquic haplustolls Percent of map unit 1 percent Landfo rm: Swales Hydric soil rating: Yes 2—Altvan loam, 11 to 3 percent slopes Map Unit Setting National map unit symbol: 351w Elevation; 4, 500 to 4,900 feet Mean annual precipitation: 14 to 16 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 130 to 150 days Farmland classification.' Prime farmland if irrigated Map Unit Composition Altvan and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the rnapunit. Description of Altvan Setting Landfc rm: Terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Old alluvium Typical profile HI - 0 to 10 inches: loam H2 - 10 to 24 inches: sandy clay loam H3 - 24 to 60 inches: gravelly sand Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water ( sat): Moderately high to high (0 .20 to 2.00 in/hr) Depth to water table: More than SD inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Available water storage in profile: Low (about 5. 6 inches) Interpretive groups Land capability classification (irrigated): Se Land capability classification (rionirrigated): 4e Hydrologic Soli Group: B 42 Custom Soil Resource Report Ecological site; Loamy Plains ( RO5 r BY0 02 CO) Hydric soil rating: No Minor Components Cascajo Percent of map unit: 9 percent Hydric soil rating: No Aquic haplustolls Percent of map unit: 1 percent Landfo rm: Swales Hydric soil rating: Yes 3—Aquolls and Aquents, gravelly substratum Map Unit Setting National map unit symbol.- 3627 Elevation; 4, 000 to 7,200 feet Mean annual precipitation; 12 to 18 inches Mean annual air temperature: 45 to 55 degrees F Frost-free period: 80 to 155 days Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquolls and similar soils: 55 percent Aquents, gravelly substratum, and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the rnapunit. Description of Aquolls Setting Landforrn: Swales , streams, flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Recent alluvium Typical profile HI - 0 to 48 inches: loam H2 - 48 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water ( sat): Moderately high to high (0 .20 to 2.00 in/hr) Depth to water table: About 6 to 48 inches 43 Custom Soil Resource Report Frequency of flooding: Frequent Frequency ofponding: None Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhoslcm) Available water storage in profile: Moderate (about 8 .0 inches) Interpretive groups Land capability ciassffication (irrigated): None specified Land capability classification (nonlrrigated): 6w Hydrologic Soil Group; D Ecological site; Salt Meadow (R067BY035C0) Hydric soil rating: Yes Description of Aquents, Gravelly Substratum Setting Landfo rm: Stream terraces Down-slope shape; Linear Across-slope shape: Linear Parent material: Recent alluvium Typical profile HI - 0 to 48 inches: variable H2 - 46 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (0. 57 to 19.98 in/hr) Depth to water table: About 6 to 24 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile; Nonsaline to moderately saline (0 .0 to 8. 0 mmhosicm) Available water storage in profile: Moderate (about 6 .6 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (rroriirrigated); 6w Hydrologic Soli Group: D Ecological site; Salt Meadow (R067BY035C0) Hydric soil rating; Yes Minor Components Bankard Percent of map unit: 10 percent Hydric soil rating: No Usti c to rrifluvents Percent of map unit; 5 percent Hydric soil rating: No 44 Custom Soil Resource Report 10—Ellicott-Ellicott sandy-skeletal complex, 0 to 3 percent slopes , rarely flooded Map Unit Setting National map unit symbol: 2xsth Elevation: 3, 950 to 5,960 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 135 to 165 days Farmland classification: Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Composition Ellicott: rarely flooded, and similar soils: 65 percent Ellicott sandy-skeletal, rarely flooded, and similar soils: 25 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ellicott, Rarely Flooded Setting Landform: Flood plains on intermittent streams , drainageways Down-slope shape: Linear Across-,Mope shape: Concave Parent material: No real ca reo us, stratified sandy alluvium Typical profile A - 0ic4inches: sand AC - 4 to 13 inches: sand CI - 13 to 30 inches: sand C2 - 30 to 44 inches: sand C3 - 44 to 80 inches: coarse sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (13.00 to 39. 96 inlhr) Depth to water table: More than SD inches Frequency of flooding: Rare Frequency of ponding: None Salinity, maximum in profile: Nonsaline n e to very slightly saline (0 .1 to 2 . 0 mmhosicm) Available water storage in profiler Very low (about 2 . 1 inches) 45 Custom Soil Resource Report Interpretive groups Land capability classification 'irrigated, : 4e Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Ecological site: Sandy Bottomland (R067BY03'1 CO) Hydric soil rating: No Description of Ellicott Sandy-skeletal, Rarely Flooded Setting Landfo rte: Channels on intermittent steams, channels on drainageways Down-slope shape: Linear Across-slope shape: Concave, linear Parent material: Noncalcareous, stratified sandy alluvium Typical profile A - 0 to 4 inches: very gravelly coarse sand AC - 4 to 13 inches: very gravelly sand CI - 13 to 30 inches: very gravelly sand C2 - 30 to 44 inches: very gravelly sand C3 - 44 to 80 inches: very gravelly coarse sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class; Negligible Capacity of the most limiting layer to transmit water ( sat): High to very high (13.00 to 3911. 96 inlhr) Depth to water table: More than 80 inches Frequency of flooding: Rare Frequency of ponding: None Salinity, maximum in profile: Nonsaline n e to very slightly saline (0 .1 to 2 . 0 mmhasicm) Available water storage in profile: Very low (about 1 .2 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (r nirrigated): 8s Hydrologic Soil Group: A Ecological site: Sandy Bottomland (R067BY031 CO) Hydric soil rating: No Minor Components Haverson Percent of map unit: 10 percent Lam/form: Terraces Landorm position (three-dimensional) : Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site; Overflow (ROG7BYO BCO) Hydric soil rating: No 46 Custom Soil Resource Report 16—Colby loam , 3 to 5 percent slopes Map Unit Setting National map unit symbol: 381r Elevation: 4, 850 to 5,050 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period.- 135 to 155 days Farmland classification: Farmland of statewide importance Map Unit Composition Colby and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the rnapunit. Description of Colby Setting Landfarm: Ridges, hills Down-slope shape: Linear Across-slope shape: Linear Parent material: Calcareous eolian deposits Typical profile HI - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water °Qsat): Moderately high to high (0 . 57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): Se Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains ( R067BY0D2CO) Hydric soil rating: No 47 Custom Soil Resource Report Minor Components Wiley Percent of map unit: 8 percent Hydric soil rating: No Keith Percent of map unit: 7 percent Hydric soil rating: No 21 —Dacono clay loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 361y Elevation: 4, 550 to 4,970 feet Mean annual precipitation: 14 to 18 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 140 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Dacono and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the r-napunit. Description of Dacono Setting Landfo rm: Terraces Dorn-slope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium Typical profile HI - 0 to 12 inches: clay loam H2 - 12 to 21 inches: clay loam H3 - 21 to 27 inches: clay loam N4 - 27 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water °Qsat) Moderately high (0.20 Lo 0. 60 infbr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent 48 Custom Soil Resource Report Salinity, maximum in profile; Nonsaline n e to very slightly saline (0 .0 to 2 . 0 mmhostcm) Available water storage in profile: Moderate (about 6 .3 inches) Interpretive groups Land capability classification (irrigated): 2s Land capability ciassffication (rionirrigated): 3s Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating; No Minor Components Heldt Percent of map unit 5 percent Hydric soil rating: No Nunn Percent of map unit: 5 percent Hydric soil rating: No Altvan Percent of map unit; 5 percent Hydric soil rating: No 22—Dacono clay loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 361z Elevation: 4, 550 to 4,970 feet Mean annual precipitation: 14 to 18 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 140 to 160 days Farmland classification: Prime farmland if irrigated M a p Unit Composition Dacono and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dacono Setting Landfo rm: Terraces Down-slope shape: Linear Across-slope shape: Linear Parent matedal: Mixed alluvium Typical profile HI - 0 to 12 inches: clay loam H2 - 12 to 21 inches: clay loam H3 - 21 to 27 inches: clay loam 49 Custom Soil Resource Report H4 - 27 to 60 inches: very gravelly sand Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class.- Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0. 60 inib r) Depth to water table: More than 60 inches Frequency of flooding: None Frequency of ponding: None Cal um carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0 .0 to 2 . 0 mmhostcm) Available water storage in profile: Moderate (about 6 .3 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonlrrigated): 3s Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Minor Components Altvan Percent of map unit: 9 percent Hydric soil rating: No Nunn Percent of map unit 6 percent Hydric soil rating: No 38—Nelson fine sandy loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 362j Elevation: 4, 800 to 5,050 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 57 degrees F Frost-free period: 145 to 190 days Farmland classification: Farmland of local importance Map Unit Composition Nelson and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the rapunit. 50 Custom Soil Resource Report Description of Nelson Setting Larrdfo rm: Plains Down-& opc shape: Linear Across-slope shape: Linear Parent material: Residuum weathered from sandstone Typical profile HI - 0 to 9 inches: fine sandy loam H2 - 9 to 30 inches: fine sandy loam H3 - 30 to 34 inches: weathered bedrock Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline n e to very slightly saline (0 .0 to 2 . 0 mmhosicm) Available water storage in profile: Low (about 3. 7 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 6e Hydrologic -Sri Group: B Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Thedalund Percent of map unit: 10 percent Hydric soil rating: No Terry Percent of map unit: 5 percent Hydric soil rating: No 42—Nunn clay loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 2tl pl Elevation: 3, 900 to 5,840 feet Mean annual precipitation: 13 to 17 inches 51 Custom Soil Resource Report Mean annual air temperature; 50 to 54 degrees F Frost-free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the rriapunit. Description of Nunn Setting Lanett rm: Terraces Landform position (three-dimensional) : Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Pleistocene aged alluvium and/or ealian deposits Typical profile Ap - 0 to 9 inches: clay loam Bt - g to 13 inches: clay loam Btk - 13 to 25 inches: clay loam Bid - 25 to 38 inches: clay loam Bk2 - 38 to 80 inches: clay loam Properties and qualities Tope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Run off class: Medium Capacity of the most limiting layer to transmit water (ksat): Moderately low to moderately high (0 .06 to 0 .20 inlhr) Depth to water table: More than SD inches Frequency of flooding: None Frequency ofpanding: None Calcium carbonate, maximum in profile: 7 percent Salinity, maximum in profile: Nonsaline n e to very slightly saline (0 .1 to 2 . 0 mmhoslcm) Sodium adsorption ratio, maximum in profile: 0.5 Available water storage in profile: High (about 9.9 inches) Interpretive groups Land capability classification (irrigated); 2e Land capability classification (nonirr'igated): Se Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Minor Components Heldt Percent of map unit: 10 percent Landform; Terraces Landform position (three-dimensional) : Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site: Clayey Plains (R067BY042CO) 52 Custom Soil Resource Report Hydric soil rating: No Satanta Percent of map unit: 5 percent Larrdorm: Terraces Landfcrm position (three-di en&oral) : Tread Down-slope shape: Linear Across-slope shape: Linear Ecological site; Loamy Plains (Ra6YBYDD2CO) Hydric soil rating; No 52—Otero sandy loam , 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3631 Elevation: 42700 to 5,250 feet Mean annual precipitation; 12 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 130 to 180 days Farmland classification: Farmland of statewide importance M a p Unit Composition Otero and similar soils; 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Otero Setting Landform: Plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Ealiar deposits andlor mixed outwash Typical profile HI - 0 to 12 inches: sandy loam H2 - 12 to 60 inches, fine sandy loam Properties and qualities Slope: 3 to 5 percent Depth to restricli ve feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (ksat): Moderately high to high (0 . 57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Satinity maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhosicm) Available water storage in profile: Moderate (about 7 .7 inches) 53 Custom Soil Resource Report Interpretive groups Land capability classification (irrigated): Se Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological silo: Sandy Plains 0R067BY024C0) Hydric soil rating: No Minor Components Kim Percent of map unit: 12 percent Hydric soil rating: No Vona Percent of map unit: 3 percent Hydric soil rating; No 76 Vona sandy loam, '1 to 3 percent slopes Map Unit Setting National map unit symbol: 363w Elevation: 4, 600 to 5,200 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 55 degrees F Frost-free period: 130 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Vona and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vona Setting Landfo rrn: Terraces, plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium and/or eolian deposits Typical profile HI - 0 to 6 inches: sandy loam H2 - 6 to 28 inches: fine sandy loam 1-13 - 28 to 60 inches: sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low 54 Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat); High (it 98 to 6.00 i nlh r) Depth to water table: More than 80 inches Frequency of flooding.. None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhosicm) Available water storage in profile: Moderate (about 6 .8 inches) Interpretive groups Land capability classification (irrigated): Se Land capability classification (rionirr{gated: 4e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY02400) Hydric soil rating: No Minor Components Remmit Percent of map unit: 9 percent Hydric soil rating: No Olney Percent of map unit: 3 percent Hydric soil rating: No Julesburg Percent of map unit; 3 percent Hydric soil rating: No 55 Custom Soil Resource Report Chemical Soil Propertiaa—Weld County, Colorado, Southern Part Map symbol and soil name Depth Cation- Effective Soil reaction Calcium Gypsum Salinity Sodium exchange cation- carbonate adsorption capacity exchange ratio capacity In meg/1OOg meg/100g pH Pot Pot r rmhas/crn 1—Altvan loam, 0 to 1 percent slopes Wan 0-10 10-20 — 6.6-7.8 0 0 0 0 10-25 10-25 — 6.6-7.8 0 0 0 0 25-60 0.0-5.0 — 7.4-8.4 1-5 0 0 0 2—Altvan loam, 1 to 3 percent slopes Altusn 0-10 10-20 — 6,6-7,8 0 0 0 0 10-24 10-25 — 6.6-7.8 0 0 0 0 24-60 0.0-5.0 — 7.4-8.4 1-5 0 0 0 C t' 3—Aquolls and Aquen ts, gravelly substratum Aquolls 0-48 10-25 — 7.4-84 0 0 0.0-4.0 0 48-60 0.0-5.0 — 7.4-8.4 0 0 0.0-4.0 Co Aquents, gravelly substratum 0-48 5.0.20 - 7.4-8.4 0-10 0 0.0-8.0 0 48-60 0.0-5.0 - 7.4-84 0-10 0 0 0 Custom Soil Resource Report Chemical Soil Properties—Weld County, Colorado, Southern Part Map symbol and sail name Depth Cation- Effective Soil reaction Calcium Gypsum Salinity Sodium exchange cation- carbonate adsorption capacity exchange ratio capacity In rneel00g rneq•/100g p!1 Pat Pct mmhos/cm 10—Ellicott-Ellicott sandy-skeletal complex, 0 to 3 percent slopes, rarely flooded Ellicott, rarely flooded 0-4 0.9-3.5 — 6.1-6,5 0 0 0.1-2.0 0 4-13 0.8-3.4 — 6,6-7,3 0 0 0.1-2.0 0 13-30 0.8-3.4 — 6.6-7.3 0 0 0.1-2.0 0 30-44 0.8-3.3 — 7.4-7.8 0 0 0.1-2.0 0 44-80 0.8-3.3 — 7.4-7.8 0 0 0.1-2.0 0 Ellicott sandy-skeletal, rarely 0-4 0.9-3.5 — 6.1-6,5 0 0 0.1-2.0 0 flooded 4-13 0.8-3.4 — 0.6-7.3 0 0 0.1-2.0 0 U '-1 13-30 0.8-3.4 — 6.6-7.3 0 0 0.1-2.0 0 30-44 0.8-33 — 7,4-7,8 0 0 0.1-2.0 0 44-80 0.8-33 — 7.4-7.8 0 0 0.1-2.0 0 16—Colby loam, 3 to 5 percent slopes Colby 0-T 5.0-20 — 7.4-84 0-5 0 0 0 7-64 5.0-20 — 7.4-84 5-15 0 0 0 21—Dacono clay loam, 0 to 1 percent slopes Dacono 0-12 25-45 — 6.6-7.8 0 0 0 0 12-21 50-70 — 7.4-84 0-5 0 0 0 21-27 20-40 — 7.4-84 0-10 0 0.0-2.0 0 27-60 2.0-10 — 7.4-84 5-15 0 0.0-2.0 0 Custom Soil Resource Report Chemical Soil Properties—Weld County, Colorado, Southern Part Map symbol and sail name Depth Cation- Effective Soil reaction Calcium Gypsum Salinity Sodium exchange cation- carbonate adsorption capacity excha nge ratio capacity In rneglf 00g rneq•/100g p!1 Pat Pct mmhos/cm 22—Daoona clay loam, 1 to 3 percent slopes Dacono O-12 25-45 — 6.6-7.8 0 0 0 0 12-21 5O-7O — 7.4-84 0-6 0 0 0 21-27 2O-4O — 7.4-84 0-10 0 0.0-2.0 0 27.60 2.O-1t — 7.4-8.4 5-15 0 0.0-2.0 0 36—Nelson fine sandy loam, 3 to 9 percent slopes Nelson 0-9 5.0-10 — 7.9-8.4 5-10 0 0.0-2.0 0 9-30 5_ )-1O — 7.9-8.4 5-1O 0 0.0-2.0 0 3O-34 — — — — — — — co 42—Nunn clay loam, 1 to 3 percent slopes Nunn 0-9 22-29 — 6,6-7,8 0-1 0 0.1-2.0 0 9-13 27-33 - 6.6-7.8. 0-1 0 0.1-2.0 0 13-25 26-31 — 7.4-8.5 0-5 0 0.1-2.0 0 25-38 14-24 — 7.9-8.6 2-5 0 0.1-2.0 0-1 30-60 11 -24 — 7.4-0.8 2-7 0 0.1-2.0 0-1 52—Otero sandy loam, 3 to 5 percent slopes Otero 0-12 5.0-15 — 7.4-8.4 0-5 0 0.0-2.0 0 12-60 4.0-15 — 7.4-84 1-10 0 0.0-4.0 0 Custom Soil Resource Report Absence of an entry indicates that the data were not estimated. The asterisk '' denotes the representative texture; other possible textures follow the dash. The criteria for determining the hydrologic soil group for individual soil components is found in the National Engineering Handbook, Chapter 7 issued May 2007(bttp://directives.sc.egov.usda.gov/ Open NonWebContent_aspx?oontent=17757_wba}_ Three values are provided to identify the expected Low (L}, Representative Value (R), and High (H). Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hyd role Depth USDA texture Classification Pet Fragments Percentage passing SiMie number— Liquid Plasticit soil name map gic limit y index unit group Unified AASHTO 1I) 3-10 4 10 40 200 inches inches In L-R-h L-R-H L-R-H L-R,Ff L-R-H L-R-H L-R-H L-R-H 1—Aitvan loam, 0 to 1 percent slopes Altvan 90 B 0-10 Lcjs.m CL, CL- A-4 0- 0- 0 0- 0- 0 100-100 100-100 85-90- eo-68- 25-28 5-8 -10 ML -100 -100 95 75 -30 10-25 Sandy clay loam, SC-SM, A-4, A-6 0- 0- 0 0- 0- 0 100-100 100-100 80-90-1 35-58- 2540 5-10-15 clay loam CL, CL- -100 -100 00 60 -35 ML, SG Ln v3 25-60 Gravelly coarse SP, SP- A-1 0- 5- 10 0- 8- 15 60-70- 55-65- 25-38- 0- 5- 10 — NP sand, gravelly SM $0 75 50 sand 2—Altvan learn, 1 to 3 percent slopes Altvan 90 B 0-10 Loam CL, CL- A-4 0- 0- 0 0- 0- 0 100-100 1 00-1 00 85-951- 60-68- 25-28 5-6 -10 ML -100 -100 95 75 -30 10-24 Sandy clay loam, CL, CL- A-4, A-6 0- 0- 0 0- 0- 0 100-100 1 00-1 00 S0-93-1 35-58- 25-30 5-10-15 cloy loam ML, SC, 1O0 10O OO 8O 36 SC-SM 24-80 Gravelly coarse SP, SP- A-1 0- 5- 10 0- 8- 15 60-70- 55-65- 25-38- 0- 5- 10 — NP sand, gravelly Stvl 80 75 50 sand Custom Soil Resource Report Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hycl role Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic limit y index unit group Unified AASHTO >10 3.10 4 10 40 200 Inches Inches In L-R-h' L-R-H L-R-H L-R-F L-R-H L-R-H L-R-H L-R-l-( 3—Aqualls and Aquents, gravelly substratum Aquolls 55 D 0.48 Loam CL, ML A-4, A-6 0- 0- 0 0- 3- 5 80-90-1 75-88-1 70-75- 5{-60- 25-33 NP-8 00 00 8O 7O -4O -15 43-80 Gravelly sand, sand, SM, SP, A-1 0- 3- 5 0-13- 25 85-90- 50-68- 10 -25- 0- 8- 15 — NP gravelly loamy SP-SM 85 85 40 sand Aquents, gravelly 30 d 0-48 Variable CL, ML, A-2, A-4, 0- 0- 0 0- 5- 10 90-93- 85-90- 55-60- 20-40- 15-23 NP-8 substratum SC, SM A-6 95 95 66 60 -34 -15 48-60 Very gravelly sand, GP, GP- A-1 0- 0- 0 10-20- 40-60- 30-50- 10-18- 0- 5- 10 — NP gravelly sand GM, SP, 30 80 70 25 SP-SM co Custom Soil Resource Report Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hycl role Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic - limit y index unit group Unified AASHTO >1 0 3.10 4 10 40 200 Inches Inches In L-R-h' L-R-H L-R-H L-R-F L-R-H L-R-H L-R-H L-R-H 14—Ellicott-Ellicott sandy-skeletal complex, 0 to 3 percent slopes. rarely flooded Ellicott, rarely flooded 65 A 0-4 Sand SP-SM A-3 0- 0- 0 0- 0- 0 100-100 92-100- 70-77- 7- 9- 11 0-0 -17 NP-4 -1 -100 100 79 4-13 Coarse sand, sand, SP-SPA A-3 0- 0- 0 0- 0- 0 100-100 92-100- 70-77- 7- 9- 11 0-0 -17 NP-0 -1 loamy sand -100 100 79 13-30 Sand, loamy sand, SP-SPA A-3 0- 0- 0 0- 0- 0 100-100 85-100- 65-77- 8- 9- 12 0-0 -17 NP-0 -1 coarse sand -100 100 80 30-44 Coarse sand, loamy SP-SPA A-3 0- 0- 0 0- 0- 0 100-100 85-97-1 65-75- 8- 9- 12 0-0 -'16 NP-0 -1 sand, sand -100 00 80 s Custom Soil Resource Report Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hycl role Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic limit y index unit group Unified AASHTO >10 3.10 4 10 40 200 Inches Inches In L-R-h L-R-H L-R-H L-R-F L-R-H L-R-H L-R-H L-R-H 44-80 Loamy sand, SP-SM A-1-b 0- 0- 0 0- 0- 0 100-100 66-85-1 29-38- 5- 7- 11 0-0 -116 NP-0 -1 gravelly loamy -100 00 47 sand, sand, gravelly sand. gravelly coarse sand, coarse sand Ellicott sandy- 25 A 0.4 Very gravelly curse SP A-1-b 0- 0- 0 6- 6- 6 52-57- 45-51- 20-22- a- 4- 6 0-0 -17 NP-0 -1 skeletal, rarely sand 62 57 26 flooded 4-13 Very gravelly coarse P-SM A-1-b 0- 0- 0 6- 6- 6 52-57- 46-52- 35-40- 4- 5- 6 0-0 -17 NP-U -1 sand, very gravelly 62 58 45 loamy sand, very gravelly sand 13-30 Very gravelly loamy SP-SM A-1-b 0- 0- 0 6- 6` 6 52-57- 46-51- 35- 4- 5- 7 0-0 -17 NP-0 -1 N) sand, very gravelly 62 57 46 coarse sand, very gravelly sand 30-44 Very gravelly coarse SP-SM A-1-b 0- 0- 0 6- 6- 6 52-57- 46-51- 35-40- 4- 5- 7 0-0 -16 NP-0 -1 sand, very gravelly 62 57 46 loamy sand, very gravelly sand 44-60 Very gravelly sand, SP A-1-b 0- 0- 0 6- 6- 6 53-58- 47-52- 20-23- 4- 4- 8 0-0 -16 NP-0 -1 very gravelly 63 58 27 loamy sand, very gravelly coarse sand 16—Colby loam, 3 to 5 percent slopes Colby 85 B 0-7 Loam CL, CL- A-4 0- 0- 0 0- 0- 0 100-100 100-100 85-90- 60-68- 25-28 5-8 -10 ML -100 -100 95 75 -30 7-60 Silt loam ML A-4 0- 0- 0 0- 0- 0 100-100 100-100 90-95-1 80-85- 30-33 5-8 -10 -100 -100 D0 9D -35 Custom Soil Resource Report Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hycl role Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic - limit y index unit group Unified AASHTO >10 3.10 4 10 40 200 Inches Inches In L-R-h L-R-H L-R-H L-R-F L-R-H L-R-H L-R-H L-R-l-( 21—Dacono clay loam, 0 lo 1 percent slopes Dacono 85 0 0-12 Clay loam CL A-6 0- 0- 0 0- 0- 0 85-93-1 75-88-1 75-85- 70-75- 30-35 10-15-2 00 00 95 80 A 0 0 12-21 Clay loam, clay, CL A-8, A-7 0- 0- 0 0- 0` 0 75-88-1 60-80-1 55-75- 50-68- 34-40 15-20-2 gravelly clay loam 00 00 95 85 -45 5 21-27 Clay loam, loam, silt CL, SC A-6 0- 0- 0 0- 0- 0 T5-88-1 60-80-1 50-73- 40-63- 25-33 10-15-2 loam 00 00 95 85 -40 0 27-60 Very gravelly sand, GP, GP- A-1 0- 0- 0 0- 0- 0 35-58- 15-33- 5-23- 40 0- 3- 5 — NP extremely gravelly GM, SP 80 50 sand W 22—Dacono clay loam, 1 to 3 percent slopes Dacone 85 G 0-12 clay loom CL A-6 0- 0- 0 0- 0- 0 85-93-1 75-88-1 75-85- 70-75- 30-35 10-15-2 00 00 95 80 -40 0 12-21 Clay loam, clay, CL A-6, A-7 0- 0- 0 0- 0- 0 T5-88-1 60-80-1 55-75- 50-68- 34-40 15-20-2 gravelly clay loam 00 00 95 85 -45 5 21-27 Clay loam, loam, silt CL, SC A-B a- a- 0 0- 0- 0 T5-88-1 60-80-1 50-73- 40-63- 25-33 10-15-2 loam 00 00 95 85 -40 0 27-60 Very gravelly sand, GP, GP- A-1 0- 0- 0 0- 0- 0 35-58- 15-33- 5-23- 40 0- 3- 5 — NP extremely gravelly GM, SP 80 50 sand Custom Soil Resource Report Engineering Properties—Weld County, Colorado, Southern Part Map unit symbol and Pct. of Hycl role Depth USDA texture Classification Pct Fragments Percentage passing sieve number— Liquid Plasticit soil name map gic - limit y index unit group Unified AASHTO >10 3.10 4 10 40 200 Inches Inches In L-R-h L-R-H L-R-H L-R-F L-R-H L-R-H L-R-H L-R-H 38—Nelson fine sandy loam, 3 tv 9 percent slopes Nelson 85 B 0-9 Fine sandy loam SC-SM, A-4 0- 0- 0 0- 3- 5 85-93-1 80-90-1 55-70- 35-43- 20-23 NP-3 -5 Slat 00 00 85 50 -25 9-30 Fine sandy loam, ML, SM A-2, A-4 0- 0- 0 0- 0- 0 80-90-1 75-88-1 55-70- 30-43- — NP sandy loam 00 00 85 55 30-34 Weathered bedrock — — — — — — — — — — 42—Nunn clay loam, 1 to 3 percent slopes Nunn 85 C 0-9 Clay loam CL A-7-6 0- 0- 0 0- 0- 0 100-100 100-100 91-94 62-68- 39-44 18-21-2 -100 -100 98 74 -52 7 co a 9-13 Clay loam, clay CH 4-7-6 0- 0- 0 0- 0- 0 100-100 1 00-1 00 90-95.1 89.76- 47-51 24-27-3 -100 -100 00 82 -59 3 13-25 Clay loam, clay CL 4-7-6 0- 0- 0 0- 0- 0 100-100 100-100 90-95-1 69-76- 45-49 24-27-3 -10© -100 00 82 -57 3 25-38 Sandy clay loam} CL A-6 0- 0- 0 0- 0- 0 100-100 100-100 86-94-1 57-69- 29-39 12-19-2 loam, clay loam -100 -100 00 85 -44 3 38-80 Sandy clay loam, CL A-6 0- o- 0 0- 0- 0 100-100 100-100 84-94-1 5369- 25-40 9-20-23 sandy loam, loam, -100 -100 00 77 -44 clay loam 52—Otero sandy loam, 3 to 5 percent slopes Otero 85 A 0-12 Sandy loam SC, SC- A-2, A-4 0- 0- 0 0- 0- 0 100-100 100-100 60- 30-35- 25-28 5-8 -10 SM -100 -100 70 40 -30 12-80 Fine sandy loam, CL-ML, A-2, A-4 0- 0- 0 0- 0- 0 100-100 100-100 60-73- 30-43- 20-23 NP-3 -5 sandy loam ML, SC- -100 -100 85 55 -25 SM, SM Custom Soil Resource Report Three values are provided to identify the expected Low (L), Representative Value (R}, and High (H). Physical Soil Properties—Weld County, Colorado, Southern Part Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind and soil name bulk hydraulic water extensibility matter factors erodibility erodibility density conductivity capacity group index Kw Kf T In Pot Pat Pot gicc m)cr° miss Win Pet Pd 1—Altvan loam, 0 to 1 percent slopes Altvan 0-10 -42- -38- 15-20- 25 1 .25-123- 4.00-23.00-42.0 0,14-0,16.0.1 0.0- 1 .5- 2.9 1 .0- 1 .5- .28 .28 3 6 48 1 .40 0 7 2.0 10-25 -35- -58- 2U-28- 35 1 ,25-1 .33- 1 .41-8.00-14.11 0.14-0.18-0.2 0.0- 1 .5- 2.9 0.5- 0.8- .32 ,32 1 .40 1 1 .0 25-60 -96- - 2- 0- 3- 5 1 .45-1 .53- 141 .00-141 .00- 0.02-0.04-0.0 0.0- 1 .5- 2.9 0.0- 0.3- .02 .05 1 .60 141 .0w 6 0.5 2—Altvan loam, 1 to 3 percent co si slopes Altvan 0-10 -42- -38- 15-20- 25 1 .25-1 .33- 4.00-23.00-42.0 0.14-0.16-0.1 0.0- 1 .5- 2.9 1 .0- 1 .5- .28 .28 3 6 48 1 .40 0 7 2.0 10-24 -55- -17- 20-28- 35 1 ,25-1 .33- 1 .41-8.00-14.11 0.14-0.18-0.2 0.0- 1 .5- 2.9 0.5- 0.8- .20 .20 1 .40 1 1 .0 24-50 -96- - 2- 0- 3- 5 1 .45-1 .53- 141 .00-141 .09- 0.02-0.04-0.0 0.0- 1 .5- 2.9 0.o- 0.3- .02 .05 1 .60 141 .00 6 0.5 Custom Soil Resource Report Physical Soil Properties—Weld County, Colorado, Southern Part Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind and soil name bulk hydraulic water extensibility matter factors arodibilityr erodibility density conductivity capacity - group index Kw Kf T In Pct Pat Pct g/cc micro rxr/Sec inlln Pct Pot 3—Aqualls and Aquents, gravelly substratum Aquolls 0-'18 -39- -35- 20-26- 35 1 .20-1 .28- 1 A1-8.00-11.11 0.14-0.16-0.1 0.0- 1 .5- 2.9 1 .€ - 2.0- .2'I ,247 1 8 0 1 .35 7 3.0 48-60 -97- - 2- 1- 2- 3 1 .55-1 .62- 141 .00-141 .00- 0,42-0,02-0.0 0.0- 1 .5- 2.9 Q.0- 0.5- .1)2 ,10 1 .68 141 .00 4 1 .0 Aquen#s, 0-48 — — 4-17- 30 1 .20-1 .85- 4.00-73.00-141 . 0.07-0.12-0.1 0.0- 1 .5- 2.9 0.5- 0.8- .20 .20 3 8 0 gravelly 1 .50 00 6 1 .0 substratum 46-60 -96- - 2- 0- 3- 5 1 ,60-1 .65- 141 .00-141 .00- 0.04-0,07-0.0 0.0- 1 .5- 2.9 0.0- 0.5- .05 .17 1 .70 141 .00 9 1 .0 o) O) Custom Soil Resource Report Physical Soil Properties—Weld County, Colorado, Southern Part Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind and soil name bulk hydraulic water extensibility matter factors arodibilityr eroiiibility density conductivity capacity - group index Kw Kf T Xn Pct Pat Pct g/cc m)vm rn/Sec In/In Pct Pot 10—Ellicott- Ellicott sandy- skeletal complex. 0 to 3 percent slopes, rarely flooded Ellicott, rarely 0-4 90-95- 95 1- 3- 9 1- 2- 4 1 .60-1 .64- 141 .14-211 .50-2 0.04-0,04-0.0 0.0- 0.0- 0.2 0.1- 0.5- .02 .02 5 1 220 flooded 1 .66 62.00 5 1 .0 4-1$ 85-95- 95 1- 3- 14 1- 2- 4 1 .60-1 .66- 91 .74-211 .30-26 0.03-0.04-0.1 0.0- 0.0- 0.2 0.0- 0.3- .02 .02 1 .72 2.00 1 0.8 13-30 85-95- 95 1- 4- 14 1- 1 - 4 1 .60-1 .63- 91 .74-211 .50-28 0,02-0,04-0.1 0.0- 0.0- 0.2 0.0- 0.3- .02 ,02 1 .66 2.00 1 0.8 30-44 85-95- 95 1- 4- 14 1- 1 - 4 1 .60-1 .63- 91 .74.211 .50-28 0.02-0.01-0.1 0.0- 0.0- 0.2 0.0- 0-3- -02 .02 1 .66 2.00 1 0.5 44-80 85-95- 95 1- 4- 14 1- 2- 4 1 .62-1 .68- 91 .74-211 .50-28 0.02-0.02-0.1 0.0- 0.0- 0.2 0.0- 0.3- .02 .02 1 .73 2.00 1 0.5 Ellicott sandy- 0-4 90-95- 95 1- 3- 9 1- 2- 4 1 .60-1 .60- 141 .14-211 .50-2 0.02-0.02-0.0 0.0- 0.0- 0.1 0.1- 0.5- .02 ,02 5 2 134 skeletal, 1 .60 82.00 3 1 .0 rarely flooded 4-13 85-95- 95 1- 3- 14 1- 2- 4 1 .60-1 .66- 91 .74-211 .50-28 0.01-0.02-0.0 0.0- 0.0- 0.1 0.0- 0.3- .02 .02 1 .72 2.00 6 0.8 13-30 85-95- 95 1- 4- 14 1- 1 - 4 1 .60-1 .63- 91 .74-211 .50-28 0,01-0,02-0.0 0.0- 0.0- 0.1 0.0- 0.3- .02 .02 1 .66 2.00 6 0.8 30-44 85-95- 95 1- 4- 14 1- 1 - 4 1 .60-1 .63- 91 .74-211 .50-28 0.01-0.02-0.0 0.0- 0.0- 0.1 0.0- 0.3- .02 .02 1 .66 2.00 6 0.5 44-8Q 85-95- 95 1- 4- 14 1- 2- 4 1 .62-1 .63- 91 .74-211 .50-28 0.01-0.02-0.0 0.0- 0.0- 0.1 0.0- 0.3- .02 .02 1 .73 2.00 6 0.5 Custom Soil Resource Report Physical Soil Properties—Weld County, Colorado, Southern Part Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind and soil name bulk hydraulic water extensibility matter factors arodibilityr eroiiibility density conductivity capacity - group index Kw Kf T In Pat Pat Pct g/cc micro rxr/Sec inlln Pct Pct 16—Colby lows 3 to 5 percent slopes Colts 0-7 -37- -112- 15-21- 27 1 .25-1 .33- 4.00-23.00-42.0 0.14-0.16-0.1 0.0- 1 .5- 2.9 0.5- 1 .3- . 13 .43 5 6 48 1 .40 0 8 2.0 7-60 -10- -68- 18-23- 27 1 .15-1 .23- 4.23-9.00-14.11 0,15-0.18-0.2 0.0- 1 .5- 2.9 0.5- 0.8- .49 .49 1 .30 0 1 .0 21—Dacono clay Ioarn, 0 to 1 percent slopes Dacona 0-12 -34- -32- 27-34- 40 1 .20-1 .25- 1 .41-3.00-4.23 0.19-0.20-0.2 3.0- 4.5- 5.9 2.0- 3.0- .24 .24 3 6 46 co co1 .30 1 4.0 12-21 -25- -36- 35-39- 60 1 .25-1 .30- 1 .41-3.00-4.23 0.15-0.18-0.2 6.0- 7.5- 8.9 1 .0- 1 .5- .28 .28 1 .35 1 2.0 21 -27 -36- -37- 15-27- 35 1 ,25-1 .30- 4.23-900-14.11 0.13-0.16-0.1 3.0- 4.5- 5.9 1 .0- 1 .5- .32 .32 1 .35 8 2.0 27-50 -95- - 2- 0- 3- 5 1 .50-1 .55- 141 .00-141 .00- 0.03-0.04-0.0 0.0- 1 .5- 2.9 0.5- 0.8- .02 .05 1 .60 141 .00 5 1 .0 22—Dacona ulriy loan', 1 to 3 percent slopes Dacona 0-12 -34- -32- 27-34- 40 1 .20-1 .25- 1 .41-3.00-4.23 0.19-0.20-0.2 3.0- 4.5- 5.9 2.0- 3.0- .24 .24 5 6 46 1 .30 1 4.0 12-21 -25- -36- 35-39- 60 1 .26-1 .30- 1 .41-3.00-4.23 0.15-0.18-0.2 6.0- 7.5- 8.9 1 .0- 1 .6- .28 .28 1 .35 1 2.0 21 -27 -36- -36- 15-28- 35 1 .25-1 .30- 4.23-9.00-14.11 0,13-0.1{-0.1 3.0- 4.5- 5.9 1 .0- 1 .6- .28 ,28 1 .35 8 2.0 27-60 -96- - 2- 0- 3- 5 1 .50-1 .55- 141 .00-141 .00- 0.03-0.04-0.0 0.0- 1 .5- 2.9 0.5- 0.8- .02 .05 1 .60 141 .00 5 1 .0 Custom Soil Resource Report Physical Soil Properties-Weld County, Colorado, Southern Part Map symbol Depth Sand Silt Clay Moist Saturated Available Linear Organic Erosion Wind Wind and soil name bulk hydraulic water extensibility matter factors arodibilityr eraiiibility density conductivity capacity - group index Kw Kf T Xn Pct Pat Pct g/cc micro m/Sec In//t1 Pct Pot 38—Nielson fine sandy loam, 3 to 9 percent slopes Nei s.on 0-9 -855- -27- 5- 3- 10 1 ,35-1 A3- 14 .11 -28.00-'12. 0,12-0,13-0.1 0.0- 1 .5- 2.9 1 .€ - 1 .5- .28 .28 3 3 86 1 .50 33 4 2.0 9-30 -64- -27- 5-10- 15 1 .45-1 .53- 14.11 -28.Q0-42, 0.11-0.12-0.1 0.0- 1 .5- 2.9 0.0- 0.3- .37 .37 1 .60 33 3 0.5 30-34 - - - - 0.42-7.00-14.11 — — — 42—Munn clay loam, 1 to 9 percent slopes u, Nunn 0-9 36-43- 45 17-26- 37 27-31- 38 1 .39-1 .41- 0.42-2.82-4.23 0,16-0,16.0.1 3.3- 4.3- 6.8 1 .0- 1 .5- .28 .28 5 6 48 1 .43 7 2.0 9-13 25-32- 39 16-30- 40 35-38- 45 132-1 .37- 0.42-0.92-1 .41 0,14-0.16-0.1 5.8- 6.6- 8.4 1 .0- 1 .5- .28 .28 1 .42 6 2.0 13-25 25-32- 39 16-30- 40 35-38- 45 1 .43-1 .46- 0.42-0.92-1 .41 0.14-0.16-0.1 5.6- 6.2- 8.2 0.5- 0.8- .32 .32 1 .48 6 1 .0 25-38 35-41- 65 2-30- 45 20-29- 33 1 .42-1 .49- 1 .41-2.82-14.11 0.12-0.17-0.1 1 .8- 3.5- 4.4 0.0- 0.3- .37 .37 1 .56 7 0.9 38-80 37-41- 55 2-29- 48 15-30- 33 1 .44-1 .50- 1 .41-2.82-42.34 0.10-0.17-0.1 1 .1- 3.7- 4.5 0.0 0.3- .32 .32 1 .56 7 0.9 52-Otero sandy loam, 3 to 5 percent slopes Otero 0-12 -66- -19- 10-15- 20 1 .35-1 .43- 4.00-23.00-42.0 0.10-0.12-0.1 0.0- 1 .5- 2.9 0.5- 1 .3- .15 .15 5 3 88 1 .50 0 3 2.0 12-60 -65- -20- 10-15- 20 1 ,35-1 .43- 4.00-28.00-42.0 0.10-018-0.1 0.0- 1 .5- 2.9 0.0- 0.3- .28 .28 1 .50 0 5 0.5 EXHIBIT J VEGETATION ETATION INFORMATION Introduction The permit area consists of mostly irrigated cropland so there is little native vegetation on the cultivated areas . Adjacent to t he permit area along the South Platte River bottom , there are t rees , brush and grasses . This area will not be disturbed as it is outside the Affected Lands / Permit area . The overall property ap - pears to have had a long history of agricultural use as irrigated cropland . The attached tables are from the USDA soil survey report and show the typical vegetation types for different soils found within and adjacent to the mine . Uncultivated Lands 1 . Current cover percent is : 45 to 55 % 2 . Topsoil depth on site averages : 0 to 12 inches S . Seeding dates recommended : October 15 to May 1 . 4 . Fertilizer , if needed : Phosphate @ 40 lb/ ac and nitrogen ® 40 lb/ ac . 5 . Seed mix to be used the grassed areas : Non-Irrigated grass seed recommendation Species Lbs. PLS/Acre WestGrn Wheatgrass (Aribba) 5. 0 Big Bluestem (Champ) 2.5 Blue Grama (Hachita ) 0.6 Switchgrass (Blackwell) 1 . 75 Total 9, 85 This seed mix and rates have been used successfully on many L . G . Everist , Inc . mining sites in Weld County , and was originally prepared by the Platte Valley NRCS office . The seed will be drilled where possible and doubled if broadcast . The non - cropland areas have no special or unique characteristics , and consist mostly of a weedy - grass covering . Cultivated Lands The backfilled area will be vegetated with a grass seed mix or may return to their former use as cropland . The exact types of crops are not known at this time but will most likely be corn , win - t er wheat , cattle feed or alfalfa . When backfilling is complete , and the areas are released from the URNS permit , the landowners will determine what will be planted on these areas . Vegetation Information The following vegetation types were observed and mapped on the site . L. . 7 0 Everist, Inc. Ragsdale Reservoirs February 6, 2020 EXHIBIT J VEGETATION INFORMATION (cont) Non-Irrigated Cropland and/or Vacant Land - covers approximately 11 ( about 77 acres ) . Most of the acreage east of the Platteville Ditch , north of CR22 and areas surrounding the irrigated fields is rangeland . Some wet soils are associated with the ditches or the irrigation return flow ditch on the western parcels . The vegetation consists of mostly grass , weeds , and some cactus . The plant commu - nity is 80 to 85 percent grasses and 5 to 15 percent cactus and weeds . Crass species makeup 85 % to 90 % , by weight / of the non - cropland vegetation found on the site . In igated crop/and - covers about 76 % ( about 533 acres ) . Historically , these areas have been used as irrigated fields in which corn , wince rwhe at , sorghum , or other cash crops have been grown . The landowner will continue to farm areas that are not being mined throughout the life of the mine . The landowners determine what crops will be grown year to year and they will be responsible for planting the backf i lled areas when backf i ll in.g and topsoiling is complete . Oil & Gas operations areas - cover approximately 1 % ( over 6 acres ) . These area will not be disturbed by mining and have little or no vegetation of any value . It is mostly weeds with some sparse grass areas surrounding the roads and bare ground . These areas will not be resoiled or seeded . County Road RO s. - this area covers approximately 0 . 5 % ( about 3 . 0 acres ) . This area will not be disturbed by mining . Farming Facilities - these areas cover approximately 2 % ( about 15 acres ) . They contain houses , barns , sheds , livestock pens , corrals , irrigation pumping areas and equipment parking / storage areas . Veg - etation on these areas is usually very sparse and consists of weedy patches and grass . Water areas - these areas are within the banks of the Evans # 2 / Platte Valley Canal / the Platteville Ditch and the Cannon Return Flow Ditch . The water surface areas at this time cover approxi - mately 1 ( about 10 Acres ) . These areas will not be mined . L. . 71 Everist, Inc. Ragsdale Reservoirs February 6, 2020 Custom Soil Resource Report Rangeland Productivity and Plant Composition—Weld County, Colorado, Southern Part Map unit symbol and soil name Ecological site Total dry-weight production Characteristic vegetation Rangeland composition Favorable year Normal year Unfavorable year HAG Wet Lb/ac Pct 1—Altvan loam, 0 to 1 percent slopes Altvan Loamy Plains 1 ,500 900 400 Needieandthread 25 Western wheatgrass 20 Prairie sand reed 15 Blue grams — 2—Altvan loam, 1 to 3 percent slopes ;Vivian Loamy Plains 1 ,500 900 400 Needieandthread 25 Western wheatgrass 20 r NJ Prairie sand reed 15 Blue grama — 3—Aquolls and Aquen ts, gravelly substratum Aquolls Salt Meadow 2,600 1,900 1,400 Western wheatgrass 25 Plains bluegrass 10 Switchgrass 10 Miscellaneous perennial grasses 5 Rush 5 Alkali sacaton— Aquents, gravelly substratum Salt Meadow 3,000 2,500 1.000 Switchgrass 15 Western wheatgrass 15 Alkali sacaton- 10—Ellicott-Ellicott sandy-skeletal complex, 0 to 3 percent slopes, rarely flooded Custom Soil Resource Report Rangeland Productivity and Plant Composition—Weld County, Colorado, Southern Part Map unit symbol and soil name Ecological site Total dry-weight production Characteristic vegetation Rangeland composition Favorable year Normal year Unfavorable year Lbfac Lbfac Lb/8g Pct Ellicott. rarely flooded Sandy Bottomland 2,400 1,85a 1,200 Plains cottonwood 7 Sand dropseed 5 Western wheatgrass 2 PIaIns prlcklypeur — Rackloving spikemoss — Sand bluestem — Annual buckwheat — RhUS trilobata — Threeawn— r Side-oats grams — w Willow — Willow — Ind Ian rlcegrssss — Prairie Dew-ass — Sandreed — Needle and thread — Sunflower — Sunflower — Sand sagebrush — Ellicott sandy-skeletal, rarely Sandy Bottomland 2,400 1,650 1,200 Plains cottonwood 7 Flooded Sand dropseed 5 Western wheatgrass 2 Plains pricklypear — Rocklaving spikemoss — Custom Soil Resource Report Rangeland Productivity and Plant Composition—Weld County, Colorado, Southern Part Map unit symbol and sail name Ecological site Total dry-weight production Characteristic vegetation Rangeland composition Favorable year Normal year Unfavorable year Lbfac Lbfac Lb/8g Pct Sandreed — Ind ian ricegrass — Needle and thread — Prairie Junegr s — Threeawn— Rhus trilobata — Sand bluestem — Slde-oats grams — Annual buckwheat — r Sunflower — a Sand sagebrush — Willow — 16—Colby loam, 3 to 5 percent slopes Colby Loamy Plains 2,500 2,200 1,500 Little bluestem 25 Sldeeats grams 15 Western wheatgrass 1 p Threadleaf sedge 10 Plains rnuhly 5 Blue grams — 21—Dacono clay learn, 0 to 1 percent slopes Dacona Clayey Plains 1 ,200 1,000 600 Western wheatgrass 25 Four Ing saItbush B Miscellaneous perennial fortis 5 Custom Soil Resource Report Rangeland Productivity and Plant Composition—Weld County, Colorado, Southern Part Map unit symbol and soil name Ecological site Total dry-weight production Characteristic vegetation Rangeland composition Favorable year Normal year Unfavorable year Lbfac Lbfac Lb/8g Pct Miscellaneous perennial grasses 5 Ericameria nauseosa sap. 2 nauseosa var. nauseosa Broom snakeweed 2 Blue grama — Alkali sacaton- 22—Dacono clay learn, 1 to 3 percent slopes Daconc Clayey Plains 1 ,200 1,000 600 Western wheatgrass 25 Fourwing saltbush B Miscellaneous perennial fortis 5 Miscellaneous perennial grasses 5 Ericameria nauseosa sap. 2 nauseosa var. nauseosa Broom snakeweed 2 Blue grama — Alkali sacaton- 33—Nelson fine sandy loam, 3 to 9 percent slopes Nelson Sandy Plains 1 ,700 1,500 1,000 Prairie junegrass 10 Miscellaneous perennial grasses 8 Sldeoats grama 8 Little bluestem 5 Miscellaneous perennial forbs 5 Needleandfhread 5 Sand dropseed 3 Custom Soil Resource Report Rangeland Productivity and Plant Composition—Weld County, Colorado, Southern Part Map unit symbol and soil name Ecological site Total dry-weight production Characteristic vegetation Rangeland composition Favorable year Normal year Unfavorable year Lbfac Lbfac Lb/8g Pct Miscellaneous shrubs 3 Prairie sand reed 3 Erlagonum 2 Scwalaweed yucce 1 Blue grams — 42—Munn clay loam, 1 to 3 percent slopes Nunn Clayey Plains 1 ,600 1,000 500 Western wheatgrass 40 Blue grama 30 Green needlegrass 20 r cr? Fourwing saltbush — Wl n terfat — Alkali sacaton- 52—Otero sandy loam, 3 to 5 percent slopes Otero Sandy Plains 2,200 2,000 1,800 Sand bluestem 15 Reed grass 15 Switchgrass 10 Western wheatgrass 10 Need leandth read 10 Sideoats grams 10 Blue grama — L . G . Everist Inc . RAGSDALE RESERVOIRS Map Exhibit J - I - Current Vegetation West Area Map __ z-- - - se see I I t. I- #."l%)%/ lI : vs. lee "%nib Ill •mac � lki I - I M.- .ii v _ _ f1 AV 1 -- •aer Iiiir I /Thy, r . , i FE. 94. 2O20 - T2_ a4= Qa. LEGEND PERMIT BOUNDARY,/ 1 AFFECTED LANDS . I, A iiimi TRAWSPOPTATION CORRIDOR / CROPLAND - AIL GAS USE AREAS ', FARM r. DILITIES WATEF AREAS. 10N- IRRIG,A►TED CROPLAND AND °CP VACElNT LAND - 0 300 600 120n eeS _. PREPARED BY: fl t IRON,VENT, INC. - • - - iT 79.55 VANCE 6R., VADA CO 80003 _ (303)' �42 7297 1 SCALE 1 re e°t�ta[r . et i' _ 600 i L . G . Inc . .. verist - RAGSDALE RESERVOIRS Map Exhibit J-2 - Current Vegetation East Area Map 300 6n0 12 DOS SCALE 1 nr 600 ' • • dot FE® D4. 2020 -- 16: 34: 04 _ LEGEND PERMIT BOUNDARY / AFFECTED LANDS -�..,. ROADS TROISPOPTATI,ON CORRIDOR - . . _ CPOP LAND { IL /GAS USE AREAS FARM FACILITIES WATER AREAS HON = ATED CROPLAND AND/DR VPa ll T LAND beaLs i BY: EA1 P. _\' M h A' T, INC. i a 8,5 VAPIOC DR.. 2 ARv'AD A, -8 3D 3) 423—7 297 ar + rrNinceottkers_ net se.tr 78 EXHIBIT CLI MATE intimation was downloaded from the Climatology Data-base at Colorado State University, The average Daily temperature is 50.70 degrees and the average precipitation amount is 13.45 inches per year. BRIGHTON is the closest data collection station to this property (8 miles). The data in the table is fir the years 1996-2019, most recent published. Station data Latitude. - WOO" Longitude - '104 '48' Eleva- tion - 4970 Feet MONTHLY MEAN TEMPERATURE . (F) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT N0V DEC ANNUAL AVERAGE 31 .0 33.0 40.9 48 .4 58. 3 67.4 74.8 71 .7 62.9 50.5 39.5 30.6 50.7 MAXIMUM 37.5 38. 7 47.5 51 .7 60.6 71 ,8 76.6 75.0 67.4 55.0 45.4 34.9 51 .5 YEAR 2006 1999 2004 2006 2000 2008 2007 2007 1998 2003 1999 1999 1999 MINIMUM 18.4 27.4 34.9 42 . 1 56.2 63. 3 71 .2 68.2 58. 7 45.4 30.3 25. 7 48.8 YEAR 2007 2001 2002 1997 1999 1998 2004 2004 2006 2002 2000 2008 1997 YEARS OF RECORD 13 13 12 12 12 12 11 12 12 11 11 10 13 MONTHLY MEAN MAXIMUM TEMPERATURE . (F) AVERAGE 45.6 47.4 55.8 63 .5 74. 1 83.9 91 .7 87.7 79.6 66.7 54.2 45.0 66.2 MAXIMUM 53.3 55.9 63.9 69 .7 78.4 90, 3 95.2 90.9 84. 7 73. 1 64.4 49. 5 67.3 YEAR 2006 1999 2004 2006 2006 2006 2003 2007 1998 2003 1999 2004 2006 MINIMUM 33.2 39.2 50.2 55 .6 70. 7 78.2 87. 1 84.2 74.4 60.9 43.0 39. 5 63.3 YEAR 2007 2001 2002 1997 1999 2003 2004 1997 1999 2002 2000 2008 1997 YEARS OF RECORD 13 13 12 12 12 11 12 12 11 11 11 10 13 MONTHLY MEAN MINIMUM TEMPERATURE . (F) AVERAGE 16.4 18.6 26.0 33 .2 42. 5 50.9 57.8 55.8 46. 1 34.2 24.7 16. 1 35. 1 MAXIMUM 21 .6 22. 7 31 .4 36 . 1 44. 1 53. 5 59.6 59.0 50.0 36.8 28.4 20.9 35.9 YEAR 2006 2000 2007 2003 2004 2002 2007 2007 1998 2003 1998 1999 1999 MINIMUM 3.5 14. 5 19.5 28 .6 40. 7 47. 5 55.2 52.0 42. 3 29.8 17.5 11 . 3 34. 1 AR 2007 2006 2002 1997 2002 199€ 2004 2004 2006 2002 2000 2000 2002 YEARS OF RECORD 13 13 12 12 12 12 11 12 12 11 11 11 10 TOTAL MONTHLY PRECIPITATION . ( IN ) AVERAGE 0.37 0.29 0.88 1 .98 1 .80 1 .33 1 .39 2.32 1 .01 1 .00 0.48 0.45 13.45 MAXIMUM 0,91 0.65 2.33 5.49 4 , 14 4 .55 2.75 3 ,71 2 .15 2.56 0.81 1 .82 20. 18 YEAR 1999 2003 2003 1999 2001 1997 1999 2008 1999 2005 2000 2006 1997 MINIMUM 0.00 0.00 0.24 0.06 0 .06 0 .05 0. 17 0 .83 0 .07 0.10 0. 19 0 .05 9.22 YEAR 2003 2009 1999 2002 2006 2008 2008 1998 2003 2003 2003 2002 2002 YEARS OF RECORD 13 13 12 12 12 12 12 12 12 11 11 11 11 TOTAL MONTHLY SNOWFALL. (IN ) AVERAGE 4.90 3.60 6.80 3.50 0.70 0.00 0.00 0.00 0.10 3.10 3.90 5.60 32.20 MAXIMUM 13.00 6.00 19.50 11 .70 6.50 0.00 0.00 0.00 1 .50 18.00 9.50 17.00 46.20 YEAR 2007 2001 2003 1999 2003 2008 2008 2008 2000 1997 1999 2006 1997 MINIMUM 0.00 0 .00 1 . 10 0.00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0 .20 19.80 YEAR 2003 2005 2004 2006 2008 2008 2008 2008 2008 2008 2005 2002 2004 YEARS OF RECORD 12 , 12 12 12 12 12 1,2 12 12 , 11 11 11 11 PREPARED FROM DATA PROVIDED BY: COLORADO CLIMATE CENTER, DEPT. OF ATMOSPHERIC SCIENCE, COLORADO STATE FT. COLLINS, CO 80523, (303)49'1-B545. DOWN LOADED FROM DATABASE - January 7, 2020 L. G . Everist, Inc. Ragsdale Reservoirs 79 February 6, 2020 ADDITIONAL INFORMATION xecZamtttLon coh t4 , ocuzi g oveknment appxo vaa , o kvt pe& mt 4 , 4 o utce oi Zegat /Light to entett , Lando nneQ4 EXHIBIT L RECLAMATION COSTS The following information is provided to evaluate the amount of bond needed when mining has reached a point where L . G . Everist , Inc . has approximately lap acres disturbed in some form or another . Not all of the 180 acres will be disturbed as some areas may be reservoirs that await certification and final release and need no other work to reclaim them . The numbers presented for each item are based on what is estimated to be disturbed at the time when mining has impacted much of the area in Phase 1 , 1A , 2 , 2A and 3 . At this mine , it will not be necessary to import fill material to complete reclamation in Phases 1A and 2A , as discussed in the Mining Plan . MAP EXHIBIT C- 1 MINING PLAN IMP shows how the mine might look at the time presented in this estimate . In this scenario : Phase 1 is reclaimed and waiting release so little needs to be done to reclaim it . The only cost associated with this is a cost t o reseed the above - water area if needed ( 8 . 03 ac ) . Bonding for the slurry wall is not included because it has been certified . Phase 1A is two - thirds backfilled and has stockpiles of over - burden on it to complete filling Phase 1A and 2A to reduce the haul distance . There is 5 . 0 acres of backfilling left to a level that is 2 feet above the existing highwater elevation . No side sloping will be required , so 212 , 200 yards of fill material is needed for backfilling . Most of the backfilled area has been recoiled , leaving only 8 . 0 acres to soil ( 10 , 800 yards ) . No seeding is needed , as area will become cropland . Adequate soil and overburden will he stored on the south side of this area . Phase 2A is one - third backfilled . Resoiling and finish back - filling is needed . There are 10 . 0 acres of backfilling left to a point that is 2 feet above the existing highwater elevation . No side sloping is required , so 387 , 800 yards of fill material is needed for backfilling . No re soiling of l ing is completed so that is needed ( 20 , 300 yards ) . No seeding is needed , as area will become cropland . Adequate soil and overburden will be stored on the south side of Phase 1A or the east side of this phase for use on this area . Phase 2 is about 40 mined . There are 30 acres stripped in front of the working face that is 2600 ft long and needs final grading ( 5 . 65 cu - yds / linear foot ) . Dewatering was calculated for t he maximum pumping time - which would be just as mining ends on t his phase , and leaving only the highwall to he graded . That would require dewatering 115 . 4 acres to finish grading on the highwall and final side - sloping adjacent to the working face . All other slopes will be finished as mining progresses to limit the amount of final sloping needed . Resoiling and seeding would be required on L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 80 EXHIBIT L RECLAMATION COSTS (CONT) 33 . 40 acres . The completed slurry wall is 8275 feet long at 43 feet deep . Bonding for the slurry wall is included because it has not been certified . Phase 3 is disturbed as it will be used as a processing and stockpiling area , potential drying pad for crusher fines , overbur - den storage , topsoil storage and equipment parking areas . Approxi - mately 68 . 0 acres will be disturbed on this stage , and they will need to be resoiled ( 91 , 500 yards ) and graded . This area will be used for cropland , so no seeding would be done until the farmer puts it back into production . Estimated concrete foundations to remove for processing plant is 200 yds of concrete . The calculations in this estimate are for bonding the slurry wall liner uses the estimated length of the slurry wall , in the effected Phases , times the average depth , which includes the bed - rock key . The estimated unit cost is based on DRMS past bond cal - culation of $ 3 . 00 / sq - ft with no reduction for construction . Dewatering costs are based on dewatering 115 . 37 acres , average depth 29 f t . For the slopes volumes , there would be 25 . 4 acres of 3 : 1 ( 368 . 3 ac - ft ) , 2 . 40 acres of near vertical ( 34 . 8 ac - ft ) slopes , and the floor area of 87 . 6 acres ( 2 , 795 ac - ft ) . Total water volume t o de - water in the Phase 2 lake area is 2 , 540 ac - ft ( number is t otal depths plus half of slope areas times 29 ft . ) . The aquifer inflow ( t ransmis s ivity ) would be 72 , 300 gal / day / sq - f t according to our records . Total dewatering time includes 36 . 6 days to pump the lake , 5 . 8 days to build slopes and 0 . 35 days to pump recharge . The total pumping time is rounded to 43 . 0 days . The settling ponds ar - eas can be filled to a level 2 foot over the ground water table , so no dewatering cost is included for Phases 1A and 2A . Phase 1 slop - ing below the water line is complete . The equipment used in the estimate is. S craper teams - 2 - Cat 627G scraper , D9R Dozer , 104H grader & water truck - Resoiling ing & backfilling ing Grader - Cat 140H - seedbed prep and ripping plant site Dozers - 2 - Cat D9R - cut / fill working face sloping Dewatering Pump data 3 - 600M ( 6000 gpm each ) , 15 " , 12 " suction & discharge hoses - total ( 18 , 000gpm ) Seeding team - standard farm tractor and pull behind drill , and crimping disk attachment L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 81 EXHIBIT L RECLAMATION COSTS (coNT) Cost Breakdown Task Description Direct Cost 001 - Revegetation - 92 . 71 acres Q $ 1000 . 00 / ac $ 92 , 710 . 00 002 - Replace Topsoil - 122 . 81 ac 10 ' deep * 1 . 12 @ $ 179 , 284 . 45 97 . 0C / yd 003 - Rip Plant site , drying pad and bone yard $ 7 , 164 . 93 59 . 32 ac Q $ 116 . 60 / ac 004 - Grade and shape 107 . 73 @ $ 110 . 25 / ac . $ 11 , 877 . 41 005 - Construct slurry wall liner in Phase 2 $ 1 , 067 , 475 . 00 ( 8275 lft ) at 43 ft deep la $ 3 . 00 sq - ft _ 006 - Cut / Fill working face slope 2600 lft * $ 10 , 771 . 95 5 . 65 c / lft @ 63 . 7 /yd 007 - Partially Backfill Phases LA E 2A - $ 579 , 602 . 40 600 , 000 cu - yd @ 96 . 60 /yd 008 - Mob/ demob $ 6 , 406 . 48 009 - Dewatering proposed Reservoir Pin Phase 2 $ 15 , 093 . 00 115 . 37 ac - 43 days a $ 351 . 00 / day ( 3 pumps ) 010 - Concrete demo from Plant 200 yds @ $ 7 . 00 / yd $ 1 , 400 . 00 011 - Weed Control per year $ 5 , 000 . 00 012 - Secondary seeding 92 . 71 ac * 25 % @ $ 5 , 794 . 38 $ 250 . 00 / ac Total Direct costs $ 1 , 982 , 580 . 00 INDIRECT COSTS Liability insurance @ 2 . 02 % $ 40 , 048 . 12 Performance bond @ 1 . 05 % $ 20 , 817 . 09 Profit @ 10 % $ 198 , 258 . 00 Total Indirect costs $ 259 , 223 . 21 ENGINEERING AND MANAGEMENT Reclamation Management Q 5 % $ 112 , 085 . 16 Engineering @ 6 % $ 134 , 502 . 19 Total bond $ 2 , 488 , 290 . 56 RECOMMEND BOND BE SET AT ,488,300.00 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 82 EXHIBIT M OTHER PERMIT AND LICENSES 1 _ An Air Pollution permit will be applied for prior to commenc - ing mining at this site . 2 . A Use by Special Review permit from Weld County will be neces - sary prior to operations commencing on the mine . 3 . This is an open pit operation where ground water will be ex - posed . An approved substitute water supply plan ( SwSP ) and if needed a well permit will be obtained prior to exposing groundwater 4 . A dredge fill permit ( 4 04 ) is not required at this time be - cause waters of the U . S . will riot be impacted 5 . A Storm Water Management Plan ( SWMP ) will be prepared for this mine . 6 . A CPDS permit to de - water the mine will he obtained prior to discharging water intowaters of the State of Colorado . L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 83 EXHIBIT N SOURCE OF LEGAL RIGHT TO ENTER Items provided = 1 - Cannon Land Copy affidavit - 641 . 35 acres 2 - Platte Valley Irrigation Company ( PvI C ) affidavit - 1 . 95 acres L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 84 SOURCE OF LEGAL RIGHT TO ENTER As required by Colorado Wined Land Reclamation Board, in the MiP161711 .Rules and Regulations for the Extraction tion of Gonsiri wtiorr Materials, Rue 6}3, 7 — Exhibit N - Source rce of Legal Right-Jo-Enter: Provide documentation of the legal fight to enter to conduce tanning and reclamation. for °WIMPS of Record described in Rule }. 6.20 lcEir,h. This may include a Conn of a lease, deed, abstract of title, a current tax receipt, ,`JO- a signed statement by the Landowner(s) mud acknowledged by a Norasy Publics stating that the Ojnr uwwr (Applicant I s legal right so enter to conducting mining and reclamation. STATE OF COLORADO ) ss. AFFIDAVIT COUNTY OF ggJv Patrick Cannon, as Vice-President of Cannon Land Company, being first duly sworn upon oath, deposes and says: 1 . That the property and surface rights to the property known as Ragsdale Reservoirs is owned one hundred percent in fee simple , by the Cannon Land Company . 2. That L . G. Everist, Incorporated , an Iowa Corporation , is empowered under a contract lease agreement with the Cannon Land Company to obtain any permits with the Colorado Mined Land Reclamation Board , and local governments as necessary to mine the property under a MLRB Permit. 3, That LG . Everist, Incorporated has the right to enter, mine , and process construction materials and use the property for auxiliary uses associated with the mining and p cessing of the material . ' - - _Z _ O Patrick Cannon , 'ice- President Dat SUBSCRIBED and sworn to before me thi , day of Jet,Marpt , 2020 b tk ! . as . 0 14e - r e � , ofUa 'rnwi't t er Notary Public fle (744 My commission expires mitird_i5PrroWel5 NOTARY PUBUC STATE OF COLON (notarial seal) NOTARY NDX027350 -, GemtsAISSION S<PIRESAUGUBT 15, 2028 85 SOURCE OF LEGAL RIGHT TO ENTER ts recppiis'cd � 1 r Cador•a?tea -lifted Land .fie t'/crrr raw io n Board, in the itilineral .Rides awl Regr a mfa. ,mrr lire Ex r acticm of C611/Sir rre ri on Mae /��'. Rule 6. 3. 7 — Exhibit N -- Source o f Legal ibgb f-/t'- +hrtcr Min'ith aft}a')drab e'frf//fil l tithe lewd rigid its enter a r • _� �, � �� r�frrc� �� rrrr�� Gold drawn�afr€af�, fill. ��4� r��r .� r�•Re conv clesCiathc'd Ira Rule /, 6.20) 406). This WO' iodide/Li. ar €'op}. Y. ar Teaser rda,ed, abstract oh, f11 € a c'urr'r•enf fr[ M1 fa .cl g,,&f .41ffem€'?J( hi` the Lffa t ic#h1Wcrr N rout occksrroi hedged In ' a Ne wr i Pub/k' slating that the O iffatia delppuic€ri;f has /egard r4.rht frr enter Ui con duct/Ir2g mining atridreeIwnrarffrnr, STATE OF COLORADO ) ss, AFFIDAVIT COUNTY F WELD ) Kevin W. Schmidt, as President of Platte Valley Irrigation Co, being first duly sworn upon oath , deposes and says: 1 , That the property and surface rights to the property known as PVIC are owned one hundred percent in fee simple , by the Platte Valley Irrigation Co , 2 . That L . G . Everist, Incorporated , an lows Corporation , is empowered to access PVIC property and apply for and obtain any permits with the Colorado Mined Land Reclamation Board , federal, state, and local governments as necessary to mine, reclaim , and construct a water storage facility . 3 , That L. G . Everist, Incorporated will not commence mining or reservoir construction on Platte Valley Irrigation Co. property until such tirre a surface use agreement can be executed by the parties. January '15 , 2020 Kevin W. Schmidt , President Platte Valley Irrigation Co . SUBSCRIBED and sworn to before me this 15th, day of January, 2020 by Kevin VV. Schmidt, as President, of Platte Valley Irrigation Company. Notary Public • V ', .,.%a My commission expires4.1611t1,; � s ( notarial seal) 86 EXHIBIT O OWNERS OF RECORD SURFACE AREA AND SUBSTANCE TO BE MINED Cannon Land Company Platte Valley Irrigation CO 3333 S Wadsworth Blvd , Ste D 208 3400 W 16th 8t Lakewood , Co 80227 - 5122 Greeley , CO 80634 6862 ADJOINING LANDOWNERS within 200 feet of permit area Cannon Land Co . Castle Pines North Metro District 3333 S Wadsworth Blvd , Ste D - 208 7404 Yorkshire Dr Lakewood , CO 8022 - 75122 Castle Pines , CO 80108 9292 Shaun McPeek Kunzman Family LLC 9997 US Highway 85 10 952 Us Highway 85 Fort Lupton , Co 80621 9313 Fort Lupton , CO 80621 9602 Nelva M & Darrell L Bear-son Yoshi and Suzu LLLP 9208 County Road 25 Po Box 508 Fort Lupton , CO 80621 9308 Brighton , CO 80601 0508 Kimberly F . Case Gerald N Calvin Living Trust 12877 County Road 18 Karen Herman - Calvin Living Trust Fort Lupton , CO 80621 8805 PO Box 429 Fort Lupton , CO 80621 0429 Platte Valley Irrigation CO 3400 W 16th St Bartez , LLC Greeley , CO 80634 6862 PD Box 888 Longmont , CO 80502 - 0888 Paulette L' Evans Michael D Bangert Kristi & Ronald A Pacheco 8 713 Us Highway 85 13 524 County Road 22 Fort Lupton , CO 80621 9309 Fort Lupton , CO 80621 9507 Sandy & David Pechin 13755 County Road 22 Fort Lupton , CO 80621 9507 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 87 EXHIBIT () OWNERS OF RECORD (CONT) ROW S AND EASEMENTS ON OR WITHIN 200 FEET OF PERMIT LINE Union Pacific Railroad DOE) Midstream/ 1400 Douglas St Panhandle Eastern Pipeline Omaha , NB 68179 635 N 7th Ave . Brighton / CO 80601 Colorado Department of Transporta - t ion - Region 4 Kerr - McGee / 10601 W . 10th St . North American Resources Greeley , CO 80 634 C/ O Anadarko Energy Attn : Callie F irides Weld County Commissioners P 0 Box 173779 1150 0 Street Denver , CO 80217 - 3779 P . O . Box 758 Greeley , CO 80 631 IMP Kauffman Attn : Ross Katzman Platte Valley Irrigation Company 1675 Broadway , Ste 2800 3400 W 16th St Denver , CO 80202 Greeley , CO 80634 6862 Sundance Energy ROW Farmers Reservoir and Irrigation CO Attn : Catherine Ansel to 80 South 27the Ave . 633 17th Street # 1950 Brighton / CO 80601 Denver , CO 80202 P latteville Irrigation & Milling Suncor Energy ( LISA) Pipeline Co . CO Attn : Michael E ICoreriblat Att : Cary Herman 717 17th Street #2900 12994 County Road 28 Denver , CO 80202 Platteville , CO 80651 Saddle Butte Rockies Midstream LLC Century Link Denver Office B400 East Crescent Parkway , Suite Attn : David Beach 600 858 Main Avenue #301 Greenwood Village / CO 80111 Durango / CO 81301 US Sprint DJ South Midstream , Inc Diane Browning C/ O ARB Midstream LLC 6450 Sprint Parkway Attn : Todd Elton Ma it stop KSOPHN0312 1600 Broadway Avenue # 2400 Overland Park , KS 66251 Denver , CO 80202 Level 3 Communications , LLC Colorado Interstate Gas ( CIG ) Timothy D Kunkleman Kinder Morgan , KM Gathering 931 14th Street Suite 1230 Kinder Morgan , Inc _ Denver , CO 80202 Attn : David White p O Box 281304 United Power / Inc . Lakewood , Co 80228 Union Rural Electric Assoc Robert Broderick , General Manager 500 Cooperative Way Brighton , CO 80603 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 88 EXHIBIT P MUNICIPALITIESWITHIN T o MILES The following towns are within two miles of this site , Town of Fort Lupton Claud Hanes - City Administrator 130 S McKinley Fort Lupton / Co 80621 303 - 857 - 6694 Town of Platteville Troy Renken - Town Manager 400 grand Avenue Platteville , Co 80651 ( 970 ) 783 - 2243 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 89 EXHIBIT et NOTICE TO COUNTY OM MI SION E RS NOTICE OF FILING FOR COLORADO DO MINED LAND RECLAMATION PERMIT FOR REGULAR ( 112 ) CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY L . G4 Everist , Incorporated ( the "Applicant/Operator" ) has applied for regular ( 112 ) reclamation permit , to be known as the Ragsdale Reservoirs from the Colorado Mined Land Reclamation Board ( " the Board " ) to conduct an extraction of construction materials opera - tion in Weld County . The attached information is being provided to notify you of the location and nature of the proposed opera - tion . The entire application is on file with the Colorado Divi - sion of Reclamation , Mining & Safety ( " the Division " ) and the local Clerk to the Board ' s office . The applicant proposes to reclaim the land as developed water storage reservoirs & rangeland. . Pursuant to C . R . S . 34 - 32 . 5 - 116 ( 4 ) ( m ) , C . R . S . , the Board may confer with the local Board of County Commissioners before approving the post - mining land use . Accordingly , the Board would appreciate your comments on the proposed operation . Please note that , in order to preserve your right to a hearing before the Board on this application , you must submit written comments to the application within twenty ( 2 0 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( 1O ) , C . R . S . If you would like to discuss the proposed post - mining land use , or any other issue regarding this application , please contact Division of Reclamation , Mining & Safety , 1313 Sherman St . , Room 215 , Denver , CO 80203 , ( 303 ) 866 - 3567 . L a SiEVERIST , INCORPORATED a. ( INSERT DATE ) HAND DELIVERED L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 90 Erpviroutueryt , Inc . LARRY E. O'BRIAN 7985 VANE DRIVE, SUITE 205A FOUNDER ARVADA, COLORADO 80003 STEVAN L O'BRIAN 303423-7297 PRESIDENT FAX 3 3423 4599 January 28 , 2020 Board of County Commissioners Office RECEIVED 1150 " 0 " Street Greeley , Colorado 80631 JAS 2 8 2020 WELD COUNTY Application COMMISSIONERS ,app icon for a Regular 112 Mined Land Reclamation Permit We are delivering to you here a Notice of Application and supporting documents for the Ragsdale Reservoirs to be operated by L F G . Everist ,, Incorporated / pursuant to rule 2 . 2 . 2 ( 1 ) , Colo - rado Mined Land Reclamation Board - Mineral Rules and Regula - tions , Please acknowledge receipt of this notice by signing in the appropriate space provided below and return a signed copy of this cover letter to the person delivering it4 We need to submit this copy to the Division of Reclamation / Mining & Safety as proof of our filing with you . Respectfully Submitted , se 56-#.4.... _,I... Stevan L , O ' Brian enclosure RECEIVED THIS DAY OF _ _ 2020 Weld County Board of County Commissioners BY- T'itle EXHIBIT Q. (CONT. ) NOTICE TO SOIL CONSERVATION DISTRICT NOTICE OF FILING FOR COLORADO MINED LAND RE O LAMAT I ON PERMIT FOR REGULAR ( 112 ) CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE BOARD CF SUPERVISORS OF THE LOCAL SOIL CONSERVATION DISTRICT PLATTE VALLEY DISTRICT L . G . Everist , Incorporated ( the " Applicant / Operators" ) has applied for a regular ( 112 ) Reclamation Permit to be known as the Ragsdale Reservoirs from the Colorado Mined Land Reclamation Board ( " the Board " ) to conduct an extraction of construction materials operation in Weld County . The attached information is being provided to notify you of the location and nature of the proposed operation . The entire application is on file with the Colorado Division of Reclamation / Mining & Safety ( " the Divi - sion " ) and the local Clerk to the Board ' s office . The applicant proposes to reclaim the land as developed water storage reservoirs and rangeland . Pursuant to C . R . S . 34 - 32 . 5 - 116 ( 4 ) ( m ) , C.R.S., the Board may confer with the Board of the local Soil Conservation District before approving the post - mining land use . Accordingly , the Board would appreciate your comments on the proposed operation . Please note that , in order to pre - serve your right to a hearing before the Board on this applica - tion , you must submit written comments to the application within twenty ( 20 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( I0 ) , C . R . S . If you would like to discuss the proposed post - mining land use , or any other issue regarding this application , please contact Division of Reclamation , Mining & Safety , 1313 Sherman St . , Room 215 , Denver , CO 80203 , ( 303 ) 866 - 3567 . L . G .& Everist , Incorporated ( INSERT DATE ) HAND DELIVERED L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 91 • _ • 1 , ' - . . . , • r . 1 •� r . . . ' • ■■. 1 1r . I 5 - _ • • • ■ •• • • y • L - - 1 r . I / •-t - •I. • ' ! - a , r a• • • - • - - 1 • • • • • • • -la • • - • - I . • ' 5 •+,' • . • P I • • •- .J r1 S. - . �/ • . • ••. . • .: • Tr 'r' ` • , . a I I • . ' , • r • • •. 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' Board. 'rim • r _ • . . r • •a • •+ - • • t•• -Re `.• . z t1{ 317 : for a .Regular rs _ . �. • : y. .'re • - . r a" 1 • • ' • • Mined d Land l cl mat. ir n rr x = . :.'• H .- - • . f • . ' ' , . r 1 1 i�rr'in ai - . ' ' f '' 1nI1 • . . support xng :�dc c .menu' for - the ' Ra•gada-1 e Res•e 'vo .-rs . to be operated ' - Y •_ ' Eyeri st ,�. Incorporate pursuant.ari . . t ' _ ' . . r 1_ � •' .. Ib L : 1• . ' II rack Mined Land Rc dl amata on Board - • Mineral Rules' and Re 11a, - - • ' 1y •.y�. . - • .•. Please-as acknowledge rece ipt. • • f . this notice by signing g' ' . `' - ' appropriate. space provided below and return/ a ' signed copy of this - I . . ' cover letter to the person, delivering it 1. We • need . to submit this . . . .• I . ' I ' . • . . copy to the Division of Reclamatlion• Mining f ' , Sa- ety as proof ' cf 1 • ' . : . • r fi1i • itbu , •J. • • _ . • L { • Ir•. • r 1 • • •, r . • •. • • 4 _ • . Respect !ull ' submitted y • 15(21, - • re? . CUP - ' • J •r • . r • . Lail C El . ••• _ ��.jj,�cEivED Tw • OF • j 1 • + • r•+ • I - '-Platte 'Valley Soil . Conservation ..bi'stri`ct - ' • I • r • • • - • ` ••• •• r . . • - i • •J - • ' • ' • - 1 _ 1 • . • . . r • r . • • - J - - r - - - - - - _ - . • .• . _ - • •� • . •• • - • •, • r ' • • , • . ' 1 1 ' '• ' L _ • .• • • - . • .. . , . • I• , • • a - • • • • • r . . . - . a . . . . . , - . . • J a r , • , • - I • • - - -• • - r • r • . ' ' • •. • LI 1 1 _ EXHIBIT R PROOF OF FILING WITH COUNTY CLERK AND RECORDER January 27 , 2020 Weld County Clerk to the Board Board of County Commissioners Office 1150 " O " Street Greeley / Colorado 80631 Re : Amendment of a Mined Land Reclamation Permit Dear Sir/Madam : We are delivering to you here with a copy of the Regular ( 112 ) Permit application for the Ragsdale Reservoirs to be operated by L . G . Everist , Inc . Two copies of the application are on file with the Division of Reclamation , Mining & Safety . This copy of the permit application is delivered to you pursuant to 34 - 32 . 5 - 112 ( 9 ) ( a ) , Colorado Revised Statutes 1995 , as amended , which states in part : . . . the applicant shall place a copy of such application for public inspection at the office of the Board and Office of the County Clerk and Recorder of the County in which the affected land. is located.. This book must be kept for public review until the application has been approved by the Division . We will contact you once it is and make ar- rangements to pickup this copy . Please acknowledge receipt of the copy of the permit amendment by signing in the appropriate space provided below and returning one copy of this letter to the person delivering the book . This will be submitted to the Division of Reclamation / Mining & Safety to prove the amendment book was delivered to your office . Yours truly / ENVIRONMENT / INC . Stevan L . O ' Brian enclosure RECEIVED THIS _ DAY OF , 2020, one Copy of an application amendment packet for above referenced mine. Weld County Clerk to the Board By L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 92 EXHIBIT PERMANENT AND MAN -MADE STRUCTURES We are preparing Structure Agreements for the structures listed in this exhibit and expect to have them in the next 30 to G0 days . Copies of the completed agreements will be provided to Division when they are received . No mining will take place within 200 feet of any structure until an agreement is complete or a Geotechnical Stability analysis is prepared for any structure . This list represents the permanent man - made structures within 200 feet of or on the new permit area . Some offsite structures are within 200 feet of the permit area but not within 200 feet of an area to be mined . These structures are noted on the list with an * behind them . WITHIN 200 FEET OF PERMIT AREA Surface owners Structures Cannon Land CO Fences, 3- bridges, powerlines 3333 S Wadsworth Blvd Ste D-208 N — House, 7- sheds, carport, barn, water well Lakewood, Co 80227 5122 Mid - House, Barn, Shed, water well Grain Elevator, 3 - si- los, shed - S-House, barn, 9 sheds, water well water lines, 2- sprinkler pivots, diversion structures and pump houses & 9 water wells Shaun MePeek 3 - barbed wire fences 9997 US Highway 85 Fort Lupton, Co 80621 9313 Paulette J & Evans House, 2 sheds, water well, fences Michael D Bangert 8713 Us Highway 85 Fort Lupton, CO 80621 9309 Castle Pines North Metro District Water well, 2-barbed wire fences 7404 Yorkshire Dr Castle Pines, CO 80108 9292 Yoshi and Suzu LLLP House, 2 Buildings, Fence, water well & pump house Po Box 508 Brighton, CO 80601 0508 Gerald N Calvin Living Trust 3 - barbed wire fences, 2- water wells Karen Herman-Calvin Living Trust Po Box 429 Fort Lupton, CO 80621 0429 Ba.rtez, LLC barbed wire fence PO Box 888 Longmont, CO 80502-0888 Kristi & Ronald A Pacheco house, barns, & fences 13524 County Road 22 Fort Lupton, CO 80621 9507 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 93 Exhibit S Permanent and Man-made Structures (cont) Rights of Way & Easements Union Pacific Railroad railroad tracks, & communication lines 1400 Douglas St Omaha, NB 68179 Colorado Department of Transportation - HWY 85 , ROW fence Region 4 10601 W. 10th St. Greeley, CO 80634 Weld County Commissioners County Roads 20, 22, & 22 .5 U .50 G Street PD . Box 758 Greeley, CO 80631 Platte Valley Irrigation Company Evans #2/Platte Valley Canal , gauge bldg & diversion struc- 3400 W 16th St tures Greeley, CO 80634 6S62 Platteville Irrigation & Milling CO Platteville Ditch - 80' ROW, diversion structures Att: Gary Herman 12994 WCR 28 Platteville, CO 80651 Century Link 2-Underground communication lines 8400 East Crescent Parkway, Suite 600 Greenwood Village, CO 80111 US Sprint Fiber Optic Line along RR Diane Browning 6450 Sprint Parkway Mailstop KSGPHNO312 Overland Park, KS 66251 Level 3 Communications, LLC Fiber Optic Line along RR Timothy D Kunkleman 931 14th Street Suite 1230 Denver, CO 80202 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 94 Exhibit S Permanent and Man-made Structures (cont) United Power, Inc. 3 - power lines Union Rural Electric Assoc Robert Broderick, General Manager 500 Cooperative Way Brighton, CO 80603 DPC Midstream/Panhandle Eastern 1 gas line Pipeline 635 N 7th Ave. Brighton , CO 80601 Kerr - McGee/ North American Re- 2 wells and 5- flow gaslines and 3- shut in well, 2 tank facil- sources ities C/O Anadarko Energy Encanna gasline to shutin well Attn: Callie Fiddes 2 - Gas lines, surface facilities & 1 water line & surface facile P0 Box 173779 ity Denver , CO 80217-3779 KP Kauffman 2 wells and flow gaslines and 1 shut in well, tank facility Attn: Ross Watzman 1675 Broadway, Ste 2800 Denver , CO 80202 Colorado Interstate Gas (CIG) 2 gaslines & surface facility Kinder Morgan Inc & KM Gathering Attn: David White P 0 Box 281304 Lakewood , Co 80228 Suneor Energy(USA) Pipeline Co. 10" gasline in Trans corridor Attn: Michael E Korenblat 717 17th Street #2900 Denver , CO 80202 Saddle Butte Rockies Midstream LLC Noble energy gasline & surface facility Denver Office Attn: David Beach 858 Main Avenue #301 Durango , CO 81301 DJ South Midstream, Inc Oil line & Surface Facility C/O ARB Midstream LLC Attn: Todd Elton 1600 Broadway Avenue #2400 Denver , CO 80202 L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 95 Exhibit S Permanent and Man-made Structures (cont.) Following Pages include : 1 . Sample letter ( and attachments ) for structure agreements , which has been sent to all Structure Owners on Exhibit S list - Letter to Structure Owner ( 2 pages ) - Structure Agreement ( 1 page - signed & notarized by L.G. Everist ) ) - Vicinity Map 2 . Certified Mail Receipts for all letters sent out ( 24 ) 96 .. I . .- . • J • . . r r I -r star . —.• I'' , "r.� . � Jib + . ..r� mo ■ I fti .f �.r. 7•,� r .1 , , ' I 'JI T_ .-� .:3 ,I +f.- • . l_ January 24 , 2020 Cannon Land Company Attn : Patrick Cannon 3333 S Wadsworth Blvd , Suite D-208 Lakewood, CO 80227 Sent via Certified Mall # 7018 3 090 0001 7649 2847 RE : Structure Agreement and Notice - Ragsdale Reservoirs Dear Mr. Cannon : This letter serves as notice that Everist , Inc. has filed an application with the CO Division of Reclamation , Mining and Safety ( DR ) to obtain a permit to mine and reclaim a site known as Ragsdale Reservoirs. The site will be mined for the natural sand and gravel reserves and will be reclaimed as developed water storage . The site is approximately 703 .95 acres located within portions of Sections 7 , 8 , 17, 18, and 1G , ail within Township 2 North Range 66 West of the Sixth Prime Meridian , Weld County, Colorado , The property is generally bounded by Weld County Road 22 . 5 on the north , adjacent farms on the east, Weld County Road 20 on the south , and the South Platte River on the west. Currently, the property has several land uses, residential, grazing , agriculture , and oil and gas production, As an Owner of Record of a Structures) within 200 feet of the nine, you are receiving this letter and Structure Agreement (attached) as required by the Colorado Division of Reclamation , Mining and Safety ( DRM ). When a permit application is filed, DRMS rules require either: a . The operator/applicant requests a Structure Agreement with owners of any permanent man- made structures within 200 feet of the permit area . In the agreement, the operator agrees to reimburse the structure owner for any damage done to their structure as a result of the rnrring operation . OR b. The operator/applicant can provide the CAMS with a Geotechnical Stability analysis which demonstrates that any structures within 200 feet of the permit area shall not be damaged by mining or reclamation activities occurring at the above . referenced site , � . . Everist, Inc. included a Ceotechrlical Stability analysis in its permit application to the DRIVIS , which indicated that structures listed in the attached agreement will not be damaged by mining or reclamation activities. Please be assured that if any damage occurs to your structure(s) as a result of our operations , L.G. Evari st, Inc. will reimburse you for any damage to the structure. This notice ccntains a Structure Agreement and a vicinity map, which shows the area to be permitted . Your structure(s) is/are listed in the attached agreement. Please review and return the Structure Agreement, signed and notarized , within 30 days of receiving it, if possible . Enclosed is a stamped , pre-addressed envelope so you can return one copy of the notarized agreement to us . 97 CANNON-DRMS-$tructu reLetl€r&Arjrearnen#-MERGE-Ja ri2020 . • f S ' I se - 1-. .. '. _' } ,i• fi 1 .:;• • : r 200 LT yy • 4. :rONE - 13J48 t•. r . If you have any quc tJons about this notice, please call Lynn Mayer Mullisof L . G. Evert , inc. ( 303- 286-2247) or Steve O' Brian of Environment , Inc . (303-423-1297) and we will be happy to answer them for you. Sincerefy, A (i8r r fait — Lynn Mayer Shults L. G. E verist, Inc. cc: Stevan 1. O'Brian,, Environment inc. attachments: - Per/nine/Structure Owner Agreement (2 copies) - Vicinity Map Stamped, pre-addressed envefGpe 98 CANNONaDRM -StructttreLefler&Aarep. 4nt-MFFfiF-.Inn7f12o .. . . . , - . . - I .. . 1. .. L. 1 ' 1 I % . .. . , . ... • _s_. _i._ .i .. . . . . . I I . j . I. .i:. . . 1.•=. . 1 � 3::Iri '-I' 11 f : _ I C : .r . -. ::-1-� ' . . -4.1 .- _.� .I -Li ., � :. ::0(]: _ !._..n -erv-,' . ; .c.L.c,1? 1.•: �g, 85 11,~:i 1„I :•ictinr 3 5 mil. L. { 4 1 i '•': -ti 3-03-'469.- 4.( r.. I I { 11 I PERMITTEE I STRUCTURE OWNER NER AGREEMENT The CO Division of Reclamation , Mining and Safety ( DRM ), abiding by the State of Colorado , Muted Land Reclamation (MLR) Law, requires the permit applicant/operator to agree to reimburse the owner of any permanent manwmade structures) within 200 feet of the permitted mining area for damage done to the structure(s) as a result of the permFtted operation. L.G, Everist, Inc. shall be operator of the Ragsdale Reservoirs (in Weld County, Colorado), a sand and gravel mine, which has a reclamation plan of developed water storage Cannon Land Cornpariv owns the following structure(s) , which are located within 200 feet of the permitted area: Fences, 3-.bridges, pcwerfroes, North — House, 7�sheds, carport, barn, water wolf. Mid House, barn, shed, water well. grain ele va tor, 3-silos? shed_ South - House, barn, 9-sheds, water well, water lines, 2-sprinkler pivots, diversion structures, pump hOus9s, 9-water wells L , G. Everist 1 Inc_. agrees to, and certifies this agreement as follows : The psr•rrrfttee, L. G, Everist, Inc. , does hereby certify that the above-nerved Owner shall be compensated for any damage to the above-listedStructure(?), which is located within 200 feet of the permitted area, as a result of the riving operatiorn known as .Ragsdale Reservoirs-, A siuneture by the Structure Owner and a notary seal in the spaces provided below shall satisfy the MLR law requirement. A copy of the signed rotarizod agreement shall be kept by L,G. Everist and the structure owner. NOTARY FOR PERMIT APPLICANT I NOTARY Y FOR STRUCTURE OWNER ACKNOWLEDGED BY: ACKNOWLEDGED BY: Perrnittee: L . Q. Everist, Inc. _ Owner(s) : Cannon Land Coca -Jain Mail Address: 7321 E 88th Ave. , Suite 200 ail Address: Henderson, CO 8054Q_ Contact: LYn_n_M. Shults, Regulatory Mgr, Contact: , , ' 1 r i - -Srrgnature : L, r L R ZA } r .t� 't. L Signature : Date: ( ' �:- ( - di I C f ' ' Date: STATE OF Colorado ) STATE OF Colorado ) ss ) ss COUNTY OF Adams ) COUNTY OF ) The foregoing was acknowledged before me this The foregoing was accrcwledged before me this .1-7.,?/ day of ja , 202C, day of P by Lynn M . Shults as Regulatory Manager of L. S. by _ _ of . Everist, Inc. li 1 :• „� . , 1 Notary Public: '' -3', } , 6V;1 '-U '-.f f 1`J' Notary Public: 1 My Commission Expires: i' i idi 1I 2012-125 My Commission Expires: - ARELLA. DI AZ NOTARY PUBLIC STATE OF COLORADO NOTARY IDI20194020548 i Y COMMISSION EXPRES MAY 30, 2023 99 CAN NONt-DRMS StructureL?t r&Agrueme.nt-MERGL-Jan2o2o I • SI?M I I I � ' 1 � j �,�I it wl • 1 . \ I 4 F ry I 1#1111%a si -1 b ‘ tk t��.��jfy,ii� • ti IN pi, I. I: iN. 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APPENDIX Cannon Land Company - Ragsdale Reservoirs WEED CONTROL PLAN Purpose To control and/or eliminate noxious weed species from the permitted area in order to minimize offsite impacts and help ensure that reclaimed lands will support the approved post mining land use . Applicable Regulation - Colorado Construction Materials Rule 3. 1 . 10(6) states, "Methods of weed control shall be employed for all prohibited noxious weed species, and whenever in vasion of a reclaimed area by other weed species seriously threatens the continued development of the desired vegetation. Weed control methods shall also be used whenever the inhabitation of the reclaimed area by weeds threaten further spread of serous weed pests to nearby areas. " Noxious Weed Species The Colorado Department of Agriculture (CDA) has evaluated the noxious weed situation throughout the state and created weed management laws that apply state-wide. In 2004, the CDA updated weed management laws to create the A, B and C species lists. See current list on CD A's website at: https :iiwww.colorado.govipa cificia goons ervationinoxiou s-weed-species (updated M arch-2017). List A Species are designated by the CDA for eradication . List B Species - CDA and local government develops and implements state noxious weed management plans designed to stop the continued spread of these species . List C Species are species for which CDA has left it up to the local governments to address if they, choose to . The List C species are wide spread throughout the State of Colorado . Noxious Weeds commonly found on mine sites and agricultural lands in Weld County List B Canada Thistle List C Downy Brome/Cheat Grass Dalmatian toadflax Field bindweed Leafy spurge Russian Olive (tree) Salt Cedar/Tamarisk (bush/tree) Weed Control/Manaciement during Mining and Reclamation The operator shall monitor affected and reclaimed lards for noxious weed infestations. If weed infestation occurs on the permitted land, the operator will perform a combination of the following practical operating practices and weed control methods during the life of the mine , until fully reclaimed/released. - Minimize disturbed areas , disturbing only the acreage to be mined in the upcoming field season, and limiting the roads and equipment storage areas - Reclaim affected areas as soon as possible - topsoil and vegetate with a native grass mix - Minimize or eliminate wetted soils, create positive drainage at all times - Vegetate topsoil and overburden stockpiles , and other disturbed areas , with a native grass mix to control erosion and weed growth - Inspections will be will be conducted in early Spring and Fall to determine if weed spraying is needed before the native plants become active. - Weeds will be sprayed with most effective chemicals for the species (using county and contractor recommendations - see Weld County specific recommendations below) - Throughout the growing season, weeds will be mechanically conirolled by various methods (mowing , pulling , dozing, chop- down , and other removal) Estimated Cost of Weed Control $5 ,000 - $10 , 000 per year r Q5 CANNON-d RM S-WeedP Ian-Jan 2020.doc Cannon Land Company - Ragsdale Reservoirs WEED CONTROL PLAN Weld County Weed Management - Techniaues and timing for Weed Species Listed below (from Tina Booton, Weed Division Supervisor, Weld County Public Works, Aug-2016) Downy BromeiCheatgrass Esplanade at 5 oz/acre in July/early August as a pre-emergent treatment. Treatments will be made using both broadcast spray on the large patches and handgun treatments of the small patches . Esplanade has shown to provide two years' worth of control of cheatgrass whose seed longevity is fairly short. During these two years of cheatgrass suppression , the surrounding vegetation on the sites in the research plots has filled in to out compete the cheatgrass . With as much other vegetation that is in the area , it is believed that this will be the similar case at Lehr. A spring inspection in February/March (as soon as snow load is gone and the site is accessible) will be conducted to determine if any other treatments are needed before the native plants become active. Field bindweed, Canada thistle and Dalmatian toadflax Tordon at 32 az/acre with an MSO surfactant at 32 oz/100 gallons will be used to treat these species in September/October of 2016 . These patches will be treated by handgun work to limit any impact to surrounding forbs. A spring inspection in May/June will be conducted to see if a spring treatment is necessary or another fall treatment. 106 CANNON-d RM S-WeedP Ian-Jan 2020.doc PUBLIC NOTICE PUBLISHED NOTICE OF APPLICATION FILING FOR A REGULAR ( 112 ) CONSTRUCTION MATERIALS RECLAMATION PERMIT L . G . Everist , Incorporated has filed an application to obtain a Recla - mation Permit with the Colorado Mined Land Reclamation Board under the provisions of the Colorado Mined Land Reclamation Act for the extrac - tion of construction materials . This application is for 643 . 30 acres to be included in the permit area . The mine is known as Ragsdale Reservoirs ( Permit 4M - 2020 - 007 ) and is located in parts of Sections 7 , B , 17 , 18 , and 19 , all within Township 2 North , Range 65 West , 6th Principal Meridian , Weld County , Colorado . The proposed date of commencement for the mine is 2020 and the pro - posed date of completion 2040 . The proposed future use of the land is developed water storage . Additional information and the tentative decision date may be obtained from the Division of Reclamation / Mining & Safety , 1313 Sherman St . , Suite 215 , Denver , Co 80203 ( 303 ) 866 - 3567 , or at the Weld County Clerk to the Board ' s Office at 1150 " 0 " Street Greeley , Colorado 80631 , or the above - named applicant . Addi Liorial inf ormaL ion and Lhe LeriLa L i v e decision daLe may he obLained from the Division of Reclamation / Mining E Safety , 1313 Sharman St . / Suite 215 , Denver , CO 80203 ( 303 ) 866 - 3567 , or at the Weld County Clerk and Recorders office , 1150 " 0 " Street / Greeley , Colorado 80631 . / or the above named applicant. . Comments must be in writing and must be received by the Division of Minerals and Geology by 4 : 00 p . m . on , 2020 . Please note that comments related to noise, truck trc lc,, hours c, 'operation, visual impacts, effects on property values and other social or economic concerns are issues not subject t to this Q ice 's jurisdiction, These subjects and similar ones, are typically addressed by your local governments, rather that the Division c�f'Reel ation,, Mining & Safety or the Mined Land Reclamation Board. L.U . Everist, Inc. Hcnders on, Colorado First Publication: Second Publication: Third Publication: Last Publication: Published in: L. G . Everist, Inc. Ragsdale Reservoirs February 6, 2020 107 NOTIQE This site is the location of a proposed construction materials opera - tion known as the Ragsdale Reservoirs . T.I.G. Everi st , Inc , whose ad - dress and phone number is 7321 E . 88th Ave , Suite 200 , Henderson , CO 80640 , ( 303 ) 287 - 9606 , has applied for a Regular 112 Reclamation Per - mit with the Colorado Mined Land Reclamation Board . The total permit area will be 703 . 95 acres . Anyone wishing to comment on the applica - tion may view the application at the Weld County Clerk to the Board , Board of County Commissioners office , 1150 i" 0 " Street , Greeley , Colo - rado 80631 . , and should send comments prior to the end of the public comment period to the Division of Reclamation , Mining & Safety , 1313 Sherman St , Room 215 , Denver , CO 802034 Certification I , CrilinAdr C t assf , hereby certify that I posted a sign contain - ing the above notice for the proposed permit area known as the Ragsdale Reservoirs , on Nh+i ' re F 2020 . 52g?b, 960L., Ate 'Ent S I GRATE]RE DAT E L. G_ Everlst, Inc_ Ragsdale Reservoirs January 27 , 2020 108 FEB :d :2: - I'::Q.'+E FJrIL ES-M*1^cp_;r".n.r.trot LS/c!i retneo are!S7 J J i o r Sarr:...:r.t,h..,ci.aa1 ELRR 4 1•.l'rJaitlly.c :y -"A"o*9r1 9.dmi �.. ur l S•pq LL -J NO rt-onrLr cLV Atir-r�arr , r'}' 'sn•.1-' th 'we're.' ar,.r.iara.Area..J.t:.: --I.1rs i / I L n1 'Wale 1,rYY.1a'I.- :all er:ea:: 4!ti Pb.' 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