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Home My WebLink About20223229.tiffJET Consulting, Inc. LETTER OF TRANSMITTAL Date: January 20, 2023 File No: 22020 Job Name: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050 RECEIVED JAN 20 2023 WELDCOUNTY To: Weld County Clerk to the Board 1150 O Street Greeley, CO 80632 Phone: 970-400-4225 Fax: 970-336-7233 Attention: Clerk to the Board WE ARE SENDING YOU: Copies Description J-2 Contracting Company - Hunt Irrigation Pond, File No. M-2022-050, Special Operation 111(1)(b) Reclamation Permit Application Adequacy Review Letter Response THESE ARE TRANSMITTED as checked below: Approved as submitted EiApproved as noted Returned for corrections n Other: U For Approval ■ For your use ElAs requested ElFor review and comment n For Bids Due ❑ Resubmit copies for approval ❑ Submit copies for distribution n Return corrected prints REMARKS: Please find attached a copy of an adequacy review letter response for the Hunt Irrigation Pond, File No. M-2022- 050, Special Operation 111(1)(b) Reclamation Permit Application to be filed for public review. Please feel free to contact us with any questions you may have. Regards, J.C. York Copy To: J-2 Contracting Company, File Signed: V . 305 Denver Avenue - Suite D • Fort Lupton, CO 80234 • Ph: 303-857-6222 • Fax: 303-857-6224 PS61 ;G Rev ;e(..) Ofot/23 CC : PL. (TP/HN /DA/Ka/DA), Pr.J (CFI /ER /DN/OD) o /3o/23 2022-3229 J&T Consulting, Inc. January 20, 2023 Mr. Peter Hays Environmental Protection Specialist Physical Address: 1313 Sherman Street, Room 215 Denver, CO 80203 Mailing Address: Division of Reclamation, Mining and Safety, Room 215 1001 East 62nd Avenue Denver, CO 80216 RE: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050, Special Operation 111(1) (b) Reclamation Permit Application Adequacy Review Letter Response Dear Mr. Hays, J-2 Contracting Company (J-2) has received the Division's Adequacy Review of the Special Operation 111(1)(b) Reclamation permit Application letter dated January 18, 2023. Below are the comments and the corresponding responses that we have provided to address the adequacy review comments. Exhibit B Site Description (Rule 6.3.2) 1. During a pre -operations inspection, the Division observed blue -capped monuments near the Cureton Gilcrest, LLC gas line. This item was discussed in the pre -operational inspection report from November 28, 2022. No additional response is required by the applicant. Response Acknowledged. 2. In Exhibit C, the applicant states that mining will not affect groundwater. For Exhibit B, Rule 6.3.2(c) requires a statement regarding water table elevations when available. In Exhibit C, the applicant states that the depth to groundwater is estimated from reaching groundwater during excavation of exploratory tests pits at the site. Please include a statement in Exhibit B about the known water table elevations from available data. Response: A statement has been provided in number (7) of. Exhibit B along with additional information for a monitor well on the east side of the site where groundwater measurements have been recorded and will continue to be monitored during mining. Exhibit C — Mining Plan (Rule 6.3.3) 3. In Exhibit C, the applicant states that stockpiled topsoil will be stabilized through roughening to prevent erosion. Rule 6.3.3(b) requires topsoil that will be stockpiled to be stabilized with a vegetative cover or other means until used in reclamation. Please commit to seeding the topsoil pile if it is stockpiled longer than 180 days without being used for reclamation. Response: J2 Contracting Co. (the applicant/operator) commits to seeding the topsoil pile if it is stockpiled longer than 180 days without being used for reclamation. V�. 305 Denver Avenue Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 RE: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050, Special Operation 111(1)(b) Reclamation Permit Application Adequacy Review Letter Response 1/20/23 -2- 4. In Exhibit C, the applicant provides dimensions of Weld County Road 40 and the access road to the site as 24ft wide. Please include the equipment that will be used during mining and reclamation in the mining plan narrative. Please also state whether the roads will require significant improvements beyond routine maintenance. Response: The equipment that will be used during the mining has been provided in the updated Exhibit C. The roads will only require routine maintenance. J2 Contracting Co. has a road maintenance agreement with Weld County. Exhibit D — Reclamation Plan (Rule 6.3.4) 5. In Exhibit D, item #11 asks the applicant to "state the type, application rate, and crimping method of mulch if any:". The applicant left this blank, implying that no mulch will be used. In the cost estimate provided by the applicant, "seed and mulch" is listed under the 'activity' column. Please clarify if mulch will be required during revegetation, if so, fill out item #11 in its entirety. Response: Mulch will be included and will be crimped. Item 11 has been updated and is attached in the updated Exhibit D. Exhibit L - Permanent Man -Made Structures (Rule 6.3.12) 6. The Applicant provided unexecuted structure agreements with all structure owners within 200 feet of the affected boundary with the permit application. Please provide the Division with copies of any/all structure agreements signed by the structure owners. Response: One structure agreement that was signed by Cureton was forwarded on to the Division of Reclamation, Mining, and Safety via e-mail to Peter Hays on 11/21/22. The signed agreement is attached for reference. E-mail correspondence is provided for PDC and Xcel Energy. Letters from David Hunt and Chris Leone are provided for the remaining agreements. Other 7. The Division received state agency comments from the Division of Water Resources and the Army Corps. of Engineers. The letters are attached for review. Please revise the permit exhibits accordingly in response to the letters. Response: The DWR comments have been addressed as no groundwater will be exposed for this mining. Groundwater is being monitored in the area so that groundwater will not be exposed by recording data from a nearby monitor well. The reclaimed clay liner will not affect the groundwater as it is going to be above groundwater and only used to keep water from seeping/leaking from the reclaimed irrigation pond. The Army Corps of Engineers provided an approved jurisdictional determination for this site (this was forwarded on to the Division of Reclamation, Mining, and Safety via e-mail to Peter Hays on 12/20/22) so no wetlands or waters of the US will be affected by this project/mining. 8. Pursuant to Rule 1.6.2(2), please demonstrate that the Applicant's response to these adequacy issues have been placed with the application materials previously placed with the County Clerk or Recorders Office, and made available for public review Response: The response has been placed with the application materials previously placed with the County Clerk to the Board. See attached stamped letter of transmittal. Vi 305 Denver Avenue -- Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 RE: J-2 Contracting Company. - Hunt Irrigation Pond, File No. M-2022-050, Special Operation 111(1)(b) Reclamation Permit Application Adequacy Review Letter Response 1/20/23 -3- Thank you for your consideration of our responses to the comments. Please feel free to contact me with any questions or if you need additional information. Sincerely, e. J.C. York, P. J&T Consulting, Inc. Attachments: 1) Updated Exhibit B 2) Updated Exhibit C with Test Pit and Logs for Groundwater and Monitor Well Information 3) Updated Exhibit D 4) Signed Structure Agreements and Correspondence for Delivery of Structure Agreements 5) Corps of Engineers Approved JD 6) Letter of Transmittal with Clerk to the Board Date Stamp Received 305 Denver Avenue— Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 EXHIBIT B — Site Description Rule 6.3.2 1) Primary present land use (check one): n Cropland (CR) n Pastureland (PL) n General Agriculture (GA) El_ Rangeland (RL) Forestry (FR) ❑ Wildlife Habitat (WL) n Residential (RS) Recreation (RC) n Industrial/Commercial (IC) n Developed Water Resource (WR) Additional land use information: 2) Current vegetative cover (check all that apply): ✓Grasses n Trees ja No vegetative cover n Shrubs n Pasture n Other: 3) Current Soil Characteristics: Sand and Gravel underlying clayey overburden and topsoil. (This information is publically available and free. It may be obtained through the local office of the Natural Resources Conservation Service or obtained from websoilsurvey.sc.egov.usda.gov) 4) Are there any permanent manmade structures (homes, roads, bridges, power lines, fences, etc.) located within two hundred (200) feet of the permit boundary: ( I ✓ I ) Yes or ( ❑ ) No Structure: See Attached Structure: Owner: Owner: Structure: Owner: Structure: Owner: *Attach separate sheet if there are additional structures 5) Are there any streams, springs, lakes, stock water onds, ditches, reservoirs, and aquifers that would receive drainage directly from the mine: ( ) Yes or ( ❑✓ ) No If yes, please describe the water features: The Farmers Independent Ditch is on the west side of the mine. It does not receive drainage from the site because the ditch road between the site and the ditch is 2-3 feet higher than the site. 6) (Optional) Please attach a Wildlife Statement prepared by the Colorado Parks and Wildlife. 7) (Optional) Additional site description information: P:\22008 Hunt Property Gravel Mine\Drawings\Plan Sheets\JT-Hunt-SSmap.dwg. Test Pit Map, 1/19/2023 2:24:22 PM \s� aTILILLU L-ilnn FtrWr CSiS� /1(11 .,,e' j --`•.-;-•tf,-.1-----C;—,) .. I yZ-- y♦ _y � -� . 'rVJl.sl�1� �-�Y• i.' i •i; .6A•4.-•-•:-/ r�rs r:1- "2..1 7 r '41 '�j / s a v Q �' t • Ol r-` lSL7L�''`d'rn• iit:f fx �Y`^�J� /, I 1 ` Y'7 1 c • t- • $4 ` ! .;.„-;••.•...• , ti -,v'\"• in a '"!� ce. I +! A .�� a�' .•' �- � ::;• 11"1-1-• �,i.�r "1 �>> ° - .'k• .. '-. _ � i:4;'.1.---* f � . . •�� . > > irri ,,n` �.... , r.�t.'T'1 ,. - ',•••••••;; `..„7/4. Jj •. 1 �. • -'.1 S L _a r .p '?11r } tta r��rl Vi' i Cl- a:"' w fl,�•��F .ten ! t!Y /� �• Ni :., lr� :74,1;.::-C-1-,# � !./fr +/7 ..„,...../....,,,-,/,...c. - ... -41:4171-44-:S . •1.rr_ 416 •',:rther, -�4 s✓f,wag�IJ///// f1 • r Sett" .t.N.11/11/if WELD COUNTY ROAD 40 N O CC H D O U 0 W s M Wci,1 LEGEND: TP1 {tfrMW SECTION LINE PROPERTY LINE PERMIT BOUNDARY MINING LIMIT STOCKPILE AREA TEST PIT LOCATION MONITOR WELL LOCATION ct 600 300 0 600 SCALE IN FEET i JeT Consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80621 303-857-6222 J-2 Contracting Company Hunt Irrigation Pond Test Pit & Monitor Well Location Map Date: 1.19.23 Job No: 22008 Drawn: TPY Scale: 1" = 600' Sheet: 1 Of: 1 Hunt Irrigation Pond Test Pit Logs TP2 a>i W 4766 4764 4762 4757 4750 TP1 Topsoil 1 2 Overburden 3 4 Fine Sand 5 6 7 8 9 Pit Run 10 11 12 13 14 15 16 G Water 17 4773 4772 4763 4753 4750 Topsoil Overburden Clay Caliche 2 3 4 5 6 7 8 9 10 Pit Run 11 12 13 14 15 16 17 18 19 20 Fat Clay 21 22 23 G Water 24 4766 4762 4757 4748 TP3 Topsoil 2 3 4 Fine Sand 5 6 7 8 9 Pit Run 10 11 12 13 14 15 16 17 18 G Water 19 Well Designation Monitor Well Description Located East of Site Top of Well Elevation (ft) 4765.25 Ground Elevation (ft) 4762.50 Depth to Groundwater from Top of Depth to Groundwater Elevation of Date Well 00 from Ground 00 Groundwater (a) February 11, 2022 24.00 21.25 4741.25 January 19, 2023 22.40 19.65 4742.85 EXHIBIT C - Mining Plan Rule 6.3.3 The purpose of the mining plan is to describe how mining will affect the permit area for the duration of the operation. 1) Estimated dates of commencement: December 1, 2022 and completion: May 30, 2023 Note: Reclamation of all affected lands shall be completed within 12 months after issuance of the permit. An Operator possessing a 111(1)(b) Reclamation Permit must convert to the appropriate regular construction materials permit if extraction and export of materials from the site are not completed within 12 months after the issuance of the permit. 2) Depth of topsoil to be salvaged (check one): rl 4-6 inches ❑✓ 6-8 inches rl 8-10 inches ❑ 10-12 inches rl Other: n N/A, explain: 3) Description of how topsoil will be stockpiled and stabilized: Topsoil will be stockpiled as shown on the Exhibit E - Mining Plan map. and roughened to prevent erosion. Topsoil not used for reclamation will be exported from the site. 4) Thickness of overburden needed to be moved: 3.7 feet or N/A 5) Thickness of deposit to be mined: 11.3 feet 6) How will the mine be accessed: ( n ) existing roads (❑ ) new roads will be created a. Please describe the existing roads: Access will be off of Weld County Road 40. which is a 24 feet wide gravel surfaced road. The access road on the site will be an existing 24 feet wide gravel surfaced road. An agreement with Weld County is in place for routine maintenance. b. If there will be new roads or road improvements, please describe the new roads and road improvements (note, new roads must be included in permitted acreage): 7) Will water be needed during the mining operation (check one): (J ) Yes or (a) No a. If yes, please describe the source of the water and how much water will be used during the operation: Water source will be the Hunt Water, LLC commercial use wells shown in the attached petition, and augmented per the attached water court case. Total use 5.66 acre-feet. 8) Will groundwater be encountered and/or surface water intercepted or disturbed (check one): (Lb Yes or (n) No. a. If yes, please describe: 9) (Optional) Please provide additional information about the Mining Plan: The irrigation pond will be excavated at 3:1 slopes to a bottom elevation of 4752.The highest anticipated groundwater level of elevation 4750 was found during excavation of exploratory test pits on the site. J-2 commits to remaining a minimum of 2 feet above this highest anticipated groundwater elevation during the mining operation. The mining excavation will then be backfilled with 3 feet of impervious clay / overburden on the floor and slopes to create an impervious liner. I he limits of mining and mining slopes are shown on the Exhibit b - Mining Flan map. A Lierrn around the extenor of the [filmy, with a lop width of 15 feel, and 3.t slopes will also tie Tia n map. Overburden and topsoil will be stockpiled as shown on the mining plan map Topsail from the topsoil stockpile will be used to reclaim the site. Any topsoil not needed for the reclamation of the site will be exported, and the disturbed area where the topsoil stockpile is removed will be seeded as part of the reclamation of the site. The seed mix and PLS per acre rates to be used to reclaim the site are shown in Exhibit D - Reclamation Plan, Section 7.b - Zone 1 - Eastern Plains. The application rates shown will be doubled because the seed will be broadcast. No maternal processing will occur during mining operations. The primary commodity to be mined is sand & gravel / pit run, to be used for construction materials Equipment that will be used during the mining include dozers, loaders, moto grader, trucks, and scrapers. EXHIBIT D - Reclamation Plan Rule 6.3.4 The purpose of the Reclamation Plan is to describe the timing, procedures, criteria and materials that will be used to reclaim the affected land to the proposed future land use. This plan must be correlated to Exhibit E - Map. 1) Primary future (Post -mining) land use (check one): n Cropland (CR) Pastureland (PL) ❑✓ General Agriculture (GA) ja Rangeland (RL) ja Forestry (FR) ❑ Wildlife Habitat (WL) ** Ja Residential (RS) ja Recreation (RC) n Industrial/Commercial (IC) n Developed Water Resource (WR) **Note: The Colorado Parks & Wildlife (CPW) must be consulted where wildlife use is the proposed future land use. 2) Please provide a general description of how the mined area will be reclaimed: The mined area will be lined with 3 ft of impervious clay/ overburden and an above grade berm will be constructed with impervious clay / overburden, to create an lined pond to store irrigation water. The berm will have a top width of 15 feet, and 3:1 slopes. All reclaimed slopes will be 3:1 or flatter. All disturbed areas, remaining stockpile, and slopes above the high water surface of the pond will have 6 inches of topsoil replaced and will be seeded. 3) Specify which ponds, streams, roads and buildings, if any, will remain after reclamation. These features must be shown on the Exhibit E- Map: The excavated pit will remain as a lined irrigation water storage pond. The excess material stockpile will also remain. Note: if ponds are a part of the Reclamation Plan, slopes from 5 vertical feet above to 10 vertical feet below the expected average water level cannot be steeper than 3H:1V; remaining slope lengths may not be steeper than 2H:1V (see example sketch below). 4) What will the final grade of the reclaimed slopes be (horizontal:vertical): 3 : 1 (Note: If the Applicant proposes slopes steeper than 3H:1V (example 1 H:1 V, 2H:1 V, etc.), please include a justification and a description on how the slope will be stabilized: a. Please provide a general description of the backfilling and grading: Clay / overburden material will be placed starting at the bottom of the excavation. and procee to the top of the excavation, with the exterior berm being constructed last. 5) Depth of topsoil to be replaced (check one): ❑ 4-6 inches ❑✓ 6-8 inches ❑ 8-10 inches n 10-12 inches ❑ Other: n N/A, explain: 6) Explain how the seedbed will be prepared to eliminate compacted conditions: The seedbed will be scarified / roughened immediately prior to seed placement to ensure it is not in a compacted condition. 7) Please provide a seed mix recommendation from the local office of the Natural Resources Conservation Service (specify the quantity of each grass and forb species as pounds of pure live seed [PLS] per acre) or pick a seed mix from the following list that best represents the climate zone at the mine; (check one): a. ❑ Dryland Quick Establishment This general seed mixture is a combination of drought tolerant and adaptable grasses, which can establish quickly to control erosion. This mix is ideal for sites with an elevation less than 8,000 feet and is adapted to arid conditions. Seed Mix Species Scientific Name PLS Application Rate Grasses Intermediate Wheatgrass Thinopyrum intermedium 2.50 Slender Wheatgrass Elymus trachycaulus, 2.00 Pubescent Wheatgrass Thinopyrum intermedium 3.00 Russian Wildrye Psathyrostachys juncea 3.00 Western Wheatgrass Pascoprum smithii 2.00 Sand Dropseed Sporobolus cryptandrus 0.25 b. ❑✓ Zone 1, Eastern Plains Site Description: The elevation of the plains is 6,000 feet or below. The general region is the Front Range, surrounding Denver Metro area and the Eastern Plains. Annual precipitation generally 12-18 inches per year. The average annual high temperature is 69°F with average annual low temperature of 37°F. Seed Common Name Scientific Name PLS Application Grasses Sideoats Grama Bouteloua curtipendula 1.80 Buffalograss Buchloe dactyloides 6.25 Western Wheatgrass Pascoprum smithii 2.76 Blue Grama Bouteloua gracilis 0.49 Green Needlegrass Stipa viridula 1.44 Little Bluestem Schizachyrium scoparium 1.16 Forbs Upright prairie coneflower Ratibida columnifera 0.25 FlZone 2, Foothills (Lower Montane) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation ranges from 12 to 18 inches per year. The average annual high temperature is 60°F with average annual low temperature of 29°F. Seed Common Name Scientific Name PLS Application Grasses Blue Grama Bouteloua gracilis 0.49 Needle and thread Hesperostipa comata 2.30 Western Wheatgrass Pascorum smithii 2.76 Little Bluestem Schizachyrium scoparium 1.54 Indian Ricegrass Oryzopsis hymenoides 1.38 Forbs Palmer's penstemon Penstemon palmeri 0.20 d. II Zone 3, Pinyon -juniper (Sagebrush Steppe, Western Plateau) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation average is around 9 inches per year. The average annual high temperature is 65°F with average annual low temperature of 40°F. Seed Common Name Scientific Name PLS Application Grasses Indian Ricegrass Acnatherum hymenoides 1.85 Western Wheatgrass Pascopyrum smithii 2.76 Needle and thread Hilaria jamesii 3.03 Galleta Elymus elymoides 2.19 Basin wild rye Leymus cinereus 3.03 Forbs Scarlett globemallow Sphaeralcea cocciena 0.25 e. II Zone 4, Montane Site Description: The elevation of the Montane zone ranges from 7,500 to 9,300 feet. The general areas include the mountain resort towns and surrounding areas such as Georgetown, Steamboat Springs, Pagosa Springs, Crested Butte, Etc. Annual precipitation ranges from 18 to 60 inches per year. The average annual high temperature is 54°F with an average annual low temperature of 25°F. Seed Mix Common Name Scientific Name PLS Application Rate Grasses Mountain brome Bromus carinatus 1.93 Bluebunch wheatgrass Psuedoroegneria spicata 3.71 Idaho fescue Festuca idahoensis 0.79 Prairie junegrass Koeleria macrantha 0.15 Sandberg bluegrass Poa secunda 0.37 Forbs Common yarrow Achillea millenfolium 0.25 f. n Zone 5, Sub -Alpine Site Description: The elevation of the Sub -Alpine zone ranges from 9,300 to 11,400 feet. The general areas include but are not limited to Lake County, Summit County and areas adjacent to the Continental Divide. Annual precipitation is 40 inches per year and above. Average annual high temperature is 49° with average annual low temperature of 21°F. Seed Species Scientific Name PLS Application Grasses Mountain muhly Muhlenbergia montana 0.23 Fringed Bromegrass Bromus ciliatus 2.00 Prairie junegrass Koeleria macrantha 0.15 Elk sedge Carex geyeri 2.90 Idaho fescue Festuca idahonesis 0.80 Forbs Silvery Lupine Lupinus argenteus 0.25 g. n Zone 6, Alpine Site Description: The elevation of the Alpine zone range is 11,400 feet and above. The general area includes all areas above timberline. Annual precipitation ranges from 20 to 25 inches per year. Average annual high temperature is 52°F and an average annual low temperature of 18°F. Seed Species Scientific Name PLS Application Grasses Tufted hairgrass Deschampsia cespitosa 0.40 Alpine bluegrass Poa alpine 0.40 Spike trisetum Trisetum spicatum 0.17 Alpine timothy Phleum alpinum 0.35 8) How will the selected seed mixture be seeded (check one): ❑ Drilled A=1____ Broadcast** ❑ Other: **- The PLS seeding rates on the seed mixtures provided in. Question 7 above and standard drill seeding rates should be doubled if the seed is to be broadcast. 9) State the type, application rate, and soil incorporation methods of fertilizer, if any: None 10) State the species, establishment method (type/size), and number of each shrub and/or tree to be established per acre, if any: None 11) State the type, application rate, and crimping method of mulch, if any: Straw mulch will be used at a rate of 2 tons per acre and will be crimped with a coulter disc. 12) (Optional) Please provide additional information about the Reclamation Plan: Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 64.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board') has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: 1. Oil/Gas Pipelines 2. Oil/Gas Tanks and Equipment 3. Industrial Buildings and Equipment 4. Fences 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Cureton Gilcrest, LLC (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Representative Name Chris Leon Date / i- iO-zz_ STATE OF COUNTY OF p.iift ) r > ss. Title President L The foregoing was acknowledged before me this ie day o eidor ,2o,2oo by Chris Leone as President p J-2 Contracting Company My Commission Expires: _ NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: c I y Structure Owner C ores.+on Gg i lc.re_N-}1 LIZ. Name Co,r e i / 6'6 Date 18- -2A77 Title t) «escA,or) Laoo STATE OF CcA0,0, Jlo ) ss. COUNTY OF V)R.IWItA- ) The foregoing was acknowledged before me this VI, day of N 207.3, by Il as taw Lc& t• LaJ. of &Ara.. ►i 1 cast, LIC My Commission Expires: O9 - 9 ` ()-0 a(' Notary Publi MASON J. CLARK Notary Public State of Colorado Notary ID* 20184038487 My Commission Expires 09:-27-2028 JC York From: JC York Sent: Friday, November 11, 2022 11:34 AM To: Kristy Weyerman Cc: Chris Leone; Todd Yee Subject: Structure Agreement for PDC Tank Battery and Gas Line - Near CR 40 on North Side across from Cureton Gas Plant Attachments: Structure Agreement - PDC.pdf; Exhibit El - Mining Plan.pdf; Exhibit L3 - 22008 Hunt Pond Stability Report 11.9.22 SIGNED.pdf Kristy — Per our phone conversation attached is the structure agreement along with our mining plan map and our slope stability analysis. As discussed the Division of Reclamation Mining and Safety requires that we try to get a structure agreement with structure owners within 200 feet of the mine permit boundary. We have to have a factor of safety of 1.5 or greater for the DRMS to accept the static analysis and a factor of safety of 1.3 or greater for the pseudo -static (earthquake loading) and based on the analysis we have a factor of safety of 2.79 and 2.05 for the static and pseudo -static loading. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 JC York From: Kristy Weyerman <Kristy.Weyerman@pdce.com> Sent: Thursday, December 1, 2022 8:28 AM To: JC York Cc: Chris Leone; Todd Yee Subject: RE: ]EXTERNAL] :Structure Agreement for PDC Tank Battery and Gas Line - Near CR 40 on North Side across from Cureton Gas Plant Hi JC, My supervisor advised that you guys should move forward on submitting and we can review any of the documentation that maybe sent to us. We would likely not have any objections so long as you maintain the 200 feet away from our location: Let me know if you need anything else from us. Thank you, �L1RGY Kristy Weyerman ( Surface Landman — DJ Assets I PDC Energy, Inc I O: 970-506-9272 x5920 C: 970-373-6323IKristy.Weyerman@pdce.com From: JC York <jcyork@j-tconsulting.com> Sent: Thursday, November 17, 2022 9:15 AM To: Kristy Weyerman <Kristy.Weyerman@pdce.com> Cc: Chris Leone <chrisleone@j2contracting.com>; Todd Yee <toddyee@j-tconsulting.com> Subject: RE: [EXTERNAL] :Structure Agreement for PDC Tank Battery and Gas Line - Near CR 40 on North Side across from Cureton Gas Plant Kristy — The goal is early December 2022. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Kristy Weyerman <Kristy.Weyerman@pdce.com> Sent: Thursday, November 17, 2022 8:39 AM To: JC York <jcyork@i-tconsulting.com> Cc: Chris Leone <chrisleone@[2contracting.com>; Todd Yee <toddvee@i-tconsulting.com> Subject: RE: [EXTERNAL] :Structure Agreement for PDC Tank Battery and Gas Line - Near CR 40 on North Side across from Cureton Gas Plant Hey JC, What is your timeframe to start the mining operations? IDICEROT wdfiv.,b Kristy Weyerman I Surface Landman — DJ Assets I PDC Energy, Inc 10: 970-506-9272 x5920 C: 970-373-63231Kristy.Weyerman@pdce.com From: IC York <icyork@j-tconsulting.com> Sent: Friday, November 11, 2022 11:34 AM To: Kristy Weyerman <Kristv.Weyerman@pdce.com> Cc: Chris Leone <chrisleone@j2contracting.com>; Todd Yee <toddyee@j-tconsulting.com> Subject: [EXTERNAL] :Structure Agreement for PDC Tank Battery and Gas Line - Near CR 40 on North Side across from Cureton Gas Plant Kristy — Per our phone conversation attached is the structure agreement along with our mining plan map and our slope stability analysis. As discussed the Division of Reclamation Mining and Safety requires that we try to get a structure agreement with structure owners within 200 feet of the mine permit boundary. We have to have a factor of safety of 1.5 or greater for the DRMS to accept the static analysis and a factor of safety of 1.3 or greater for the pseudo -static (earthquake loading) and based on the analysis we have a factor of safety of 2.79 and 2.05 for the static and pseudo -static loading. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 2 JC York From: JC York Sent: Tuesday, November 15, 2022 10:11 AM To: 'Chase.T.Cronic@xcelenergy.com' Cc: 'Chris Leone' Subject: Structure Agreement for Xcel Powerlines and Power Poles - Near CR 4.0 on North Side across from Cureton Gas Plant Attachments: Exhibit El - Mining Plan.pdf; Exhibit L3 - 22008 Hunt Pond Stability Report 11.9.22 SIGNED.pdf; Structure Agreement - Xcel Energy.pdf Chase — Per our phone conversation attached is the structure agreement along with our mining plan map and our slope stability analysis. As discussed the Division of Reclamation Mining and Safety requires that we try to get a structure agreement with structure owners within 200 feet of the mine permit boundary. We have to have a factor of safety of 1.5 or greater for the DBMS to accept the static analysis and a factor of safety of 1.3 or greater for the pseudo -static (earthquake loading) and based on the analysis we have a factor of safety of 2.79 and 2.05 for the static and pseudo -static loading. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 JC York From: Chris Leone <chrisleone@j2contracting.com> Sent: Thursday, January 19, 2023 1:17 PM To: JC York Subject: FW: Structure Agreement for Hunt Irrigation Pond Attachments: Structure Agreement - Weld County.pdf; 22008 Hunt Pond Stability Report 11.9.22 SIGNED.pdf; 1 Exhibit E - Mining Plan.pdf FYI..I had emailed this to Dawn back in November no response to date Chris Leone J-2 Contracting Co. 970-219-3916 From: Chris Leone Sent: Thursday, November 10, 2022 5:18 PM To: Dawn Anderson <dranderson@weldgov.com> Subject: Structure Agreement for Hunt Irrigation Pond Hi Dawn, I have attached a structure agreement associated with the Hunt Irrigation Pond that the DRMS requires we have signed by adjacent property owners for mining within 200 ft of any structure. In the case of Weld County the agreement seems. redundant in that we already have an agreement to maintain the road but I am required to request a signature from the County in either case. Essentially a signature acknowledges that we are committing to repair anything we damage. I have also attached the plan we will be submitting to the DRMS for reference. Is this something you can help me get a signature on? Thanks Chris Leone J-2 Contracting Co. 970-219-3916 �pN T R4O, 2 —, Jr m . . es D 41 p A J-2 Contracting Co. 105 Coronado Ct. Unit A-101 Fort Collins, CO 80525 Phone: 970-392-0694 Fax: 970-392-0695 January 19, 2023 Mr. Peter Hays Environmental Protection Specialist Physical Address: 1313 Sherman Street, Room 215 Denver, CO 80203 Mailing Address: Division of. Reclamation, Mining and Safety, Room 215 1001 East 62nd Avenue Denver, CO 80216 RE: J-2 Contracting Company. Hunt Irrigation Pond, File No. M-2022-050, Special Operation 111(1)(6) Reclamation Permit Structure Agreements Delivered by Mr. David Hunt Mr. Hays: I Mr. David Hunt certify that I delivered structure agreements for J-2 Contracting Company to the structure owners listed below and the date the agreements were delivered for each. Farmer's Independent Ditch Company Hand delivered in December, 2022 at a board meeting with the Farmer's Independent Ditch Company. David and Susan Petrocco Emailed after discussions over the phone had on Jan 11th, 2023 to _David Petrocco. Viola Frank Emailed to Viola Frank through representatives of Viola Frank on Jan 20m, 2023, after discussions with Alan Frank. Mr. David Hunt /4V/2-0)-3 Date The foregoing instrueet was acknowledged before me this a 7 day of. DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, OMAHA DISTRICT DENVER REGULATORY OFFICE, 9307 SOUTH WADSWORTH BOULEVARD LITTLETON, COLORADO 80128-6901 November 28, 2022 RE: Approved Jurisdictional Determination, Hunt Pond Site, Corps File No. NWO-2022-01388-DEN J.C. York J&T Consulting, Inc. 305 Denver Ave, Suite D Fort Lupton, CO 80621 Dear Mr. York: This letter is in reference to the property located at approximately 40.276532°N, -104.803235°W, in Weld County, Colorado. The submittal dated October 13, 2022, consists of a request for an Approved Jurisdictional Determination for the above project. The project area has been reviewed in accordance with Section 404 of the Clean Water Act under which the U.S. Army Corps of Engineers regulates the discharge of dredged and fill material, and any excavation activity associated with a dredge and fill project in waters of the United States. Based on a review of available documentation and a November 22, 2022, site visit, we have determined that the project site does not contain Water of the United States. Therefore, a Department of the Army (DA) permit is not required for the discharge of dredged or fill material onto this project site under Section 404 of the Clean Water Act. The Approved Jurisdictional Determination is attached to this letter. If you are not in agreement with the Approved Jurisdictional Determination, you may request an administrative appeal under regulation 33 CFR 331, by using the attached Appeal Form and Administrative Appeal Process form. The request for appeal must be received within 60 days from the date of this letter. It is not necessary to submit a Request for Appeal if you do not object to the JD. This JD is valid for a period of five years from the date of this letter, unless new information warrants revisions of the JDs before the expiration date, or unless the Corps has identified, after a possible public notice and comment, that specific geographic areas with rapidly changing environmental conditions merit re -verification on a more frequent basis. 2 If there are any questions, please feel free to contact David Liccione at (720) 922- 3841 or by e-mail at David.J.Liccione@usace.army.mil and reference Corps File No. NWO-2022-01388-DEN. Sincerely, Kiel Downing for Chief, Denver Regulatory Office Enclosures: Approved Jurisdictional Determination Form (November 28, 2022) Notice of Administrative Appeal Options DRY LAND APPROVED JURISDICTIONAL DETERMINATION FORM1 U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 28, 2022 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: NWO-2022-01388-DEN C. PROJECT LOCATION AND BACKGROUND INFORMATION: State: Colorado County/parish/borough: Weld County City: Gilcrest Center coordinates of site (lat/long in degree decimal format): Lat. 40.276532 °, Long. -104.803235° Universal Transverse Mercator: 516727.86 m E, 4458468.87 m N Name of nearest waterbody: South Platte River Name of watershed or Hydrologic Unit Code (HUC): Wildcat Mound — South Platte River 101900030604 F Check if map/diagram of review area is available upon request. ✓ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): F7 Office (Desk) Determination. Date: November 28, 2022 F7 Field Determination. Date(s): November 22, 2022 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There are no "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. SECTION III: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): rl Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Ecological Resource Consultants, Inc. Aquatic Resource Delineation Report PI Data sheets prepared/submitted by or on behalf of the applicant/consultant. (7I Office concurs with data sheets/delineation report. n Office does not concur with data sheets/delineation report. rl Data sheets prepared by the Corps: Ft U.S. Geological Survey Hydrologic Atlas: pi USGS NHD data. rl USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: USDA Natural Resources Conservation Service Soil Survey. Citation: National wetlands inventory map(s). Cite name: USFWS NWI Mapper 1:8,265 State/Local wetland inventory map(s): FEMA/FIRM maps: 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: rI Aerial (Name & Date): Google Earth Aerial Imagery 6/2021 or rl Other (Name & Date): Previous determination(s). File no. and date of response letter: ✓ Applicable/supporting case law: ✓ Applicable/supporting scientific literature: ✓ Other information (please specify): 1'I X1111111 B. REQUIRED ADDITIONAL COMMENTS TO SUPPORT JD. EXPLAIN RATIONALE FOR DETERMINATION THAT THE REVIEW AREA ONLY INCLUDES DRY LAND: Review area is comprised entirely of uplands. 1 This form is for use only in recording approved JDs involving dry land. It extracts the relevant elements of the longer approved JD form in use since 2007 for aquatic areas and adds no new fields. SG COLORADO Division of Reclamation, Mining and Safety Department of Natural Resources RECEIVED JAN 16 2023 WELD COUNTY COMMISSIONERS NOTICE Consideration of 111(1)(b) Construction Reclamation Permit Application DATE: January 9, 2023 TO: Weld County Commissioners 1150O St Greeley, CO 80631 Hunt Irrigation Pond, File No. M-2022-050 Please be advised that on January 9, 2023, 3-2 Contracting Company, whose address and telephone number are 105 Coronado Ct., Unit A-101, Fort Collins, Co 80525; (970) 219-3916, filed an application to conduct a(n) Surface mining and reclamation operation, at or near Section 29, Township 4N, Rang 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(n) General agriculture post -mining land use. The application decision date is scheduled for January 24, 2023. 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 also be viewed at https://dnrweblink.state.co us/drms/search.aspx by searching M2022050 in the "Permit No" field. A user guide is available to help first time users of the imaged document system and can be viewed at https://drivegoogie.com/file/d/1180Udf Mpjo3kxIHkP5hMH-w7MeStxX7/view. To be considered in the review process, comments or objections on the application must be submitted in writing by 5:00pm on January 14, 2023. 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 Peter S. Hays at the Division of Reclamation, Mining and Safety, 1313 Sherman Street, Room 215, Denver, CO 80203, by telephone at 303-866-3567 x 8124, or by email at Peter.hays@state.co.us. M -AP -05A Physical Addrem 1313 %man Street, Room 215, Denver, CO 80203 P 3O3.866.3567F 303.832.8106 Address: ORN6 Room 215, 1001 E 62nd Ave, Denver, CO 80216 WO: li itvlora do.aov Jared S. Potts, gamma Dan Gibbs, Executive Director I W1 Brannon, Director P,161.c Rei'.et,J Gc'. pt. ('r?/KN/DA/Ko/DA),pJ(cet/ER/D13/DD) 01 /26/23 o ti /30/23 Proof of Filing with County Clerk I, the County Clerk for Weld County; have received the application package for a 111(1)(b) Reclamation Permit under provisions of the. Colorado Land Reclamation Act for the Extraction of Construction Materials and have made the materials available for public review. The proposed mine is known as the (Name of the Mine) Hunt Irrigation Pond , and is located at or near Section 29 , Township 4N , Range 66W , 6th Principal Meridian. Signature Date Pd 6l C.. Qev; ) 0I /o9/23 RECEIVED DEC 12 2022 WELD COUNTY COMMISSIONERS CO, PL(TP/MN/DA/KO/DA') PW(CutfE fct() 2022 - 322.9 J&T Consulting, Inc. December 12, 2022 Mr. Peter Hays Environmental Protection Specialist State of Colorado Division of Reclamation, Mining, & Safety 1313 Sherman Street — Room 215 Denver, CO 80203 RE: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050, Incomplete Submittal of Special Operation 111(1)(b) Reclamation Permit Application Letter Response Dear Mr. Hays, J-2 Contracting Company (J-2) has received the Division's Incomplete Submittal of Special Operation 111(1)(b) Reclamation permit Application letter dated November 30, 2022. Below are the comments and the corresponding responses that we have provided to address the comments. Application Form 1. On Page 1, Item #1.1, the Applicant indicated the type of organization as a Corporation. Please provide the corporation seal on Page 5 of the application form, if the corporation does not have a seal please indicate "no seal". Response: An updated Page 5 of the application form has been provided showing "No Seal". 2. The application must include a fully executed financial warranty in the amount of $2,500 per acre of affected land (a fraction of an acre is counted as one acre for calculation). Please submit the financial warranty in the amount of $70,000.00. Please note, during the review period, the Office or Board may require a greater amount necessary to ensure that the estimated costs of reclamation are assured. Response: A financial warranty in the amount of $70,000 has been submitted with this response. 6.3.1 Exhibit A - Legal Description and Location Map 3. The main entrance to the mine site shall be located based on a USGS Topographic map showing latitude and longitude or UTM pursuant to Rule 6.3.1(2). Please update the location map to indicate the main entrance. Response: An updated Exhibit A Location Map has been provided showing the main entrance with latitude and longitude shown. 4. Please update the Location Map to include the names of all immediately adjacent surface owners of record pursuant to Rule 6.3.1(3). Response: An updated Exhibit A Location Map has been provided showing the immediately adjacent surface owners of record. 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 RE: J-2 Contracting Company. - Hunt Irrigation Pond, File No. M-2022-050, Incomplete Submittal of Special Operation 111(1)(b) Reclamation Permit Application Letter Response 12/12/22 -2- 6.3.2 Exhibit B - Site Description 5. On Item #5, the Applicant indicated there are no streams, springs, lakes, stock water ponds, ditches, reservoirs and aquifers that would receive drainage directly from the mine. The proposed mine site is located southeast of an irrigation ditch. Please update Exhibit B to identify the ditch. Response: Exhibit B, Item #5 has been updated to describe that the Farmers independent Ditch is located on the west side of the mine. Note that the ditch road between the ditch and the mine is 2 to 3 feet higher than the mine site and prevents the ditch from receiving any drainage directly from the mine. 6.3.3 Exhibit C - Mining Plan 6. On Item #3, the Applicant refers to Exhibit C - Mining Plan Map. Please revise Exhibit C to indicate Exhibit E - Mining Plan Map. Response: Exhibit C— Mining Plan has been revised to indicate Exhibit E - Mining Plan Map. 7. On Item #3, the Applicant states the topsoil stockpiles will be seeded at the end of the project. Please commit to using all available stockpiled topsoil for reclamation and revise Exhibit C accordingly. Response: Item #3 has been revised to describe that topsoil not used for reclamation will be exported from the site. 8. On Item #3, the Applicant states the topsoil stockpiles will be seeded at the end of the project. Please provide the seed mixture in pure live seed (PLS) per acre for Division review and revise Exhibit C accordingly. Response: The temporary topsoil stockpile will be roughened to prevent erosion. The disturbed areas on the site will be seeded with the seed mix that has been selected from the seed mixes shown in Exhibit D - Reclamation Plan section 7.b - Zone 1 - Eastern Plains, and the application rate will be doubled for broadcast application of the seed mix. 9. On Item #6, the Applicant states the access road is an existing gravel surface road off of WCR 40. Please specify the dimensions of the existing road to be used for the mining operation pursuant to Rule 6.3.3(g) and revise Exhibit C accordingly. Response: Item#6 has been updated to show the existing widths of County Road 40, 24 feet, and the existing access to the site, 24 feet. 10. The Applicant did not complete Item #7. Please indicate if water will be used during the mining operation, specify the source and amount of water and update Exhibit C accordingly. Response: The water source will be groundwater wells that allowed commercial/industrial per the attached Petition for Class D Non -Irrigation Water Allotment Contract, that are augmented per the attached District Court, Water Division No. 1, Case No. 20CS3123. The total use will be 5.66 acre-feet. 11. On Item #9, the Applicant states the irrigation pond will be excavated to a bottom elevation of 4751', which is above the highest groundwater level of 4750'. Please commit to remaining a minimum of two (2) feet above the highest anticipated groundwater elevation during the mining operations and revise Exhibit C accordingly. 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 RE: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050, Incomplete Submittal of Special Operation 111(1)(b) Reclamation Permit Application Letter Response 12/12/22 -3- Response: Item #9 has been revised to show that the Applicant commits to remaining a minimum of two (2) feet above the highest anticipated groundwater elevation during the mining operations. 12. On Item #9, the Applicant states a berm around the exterior of the mining, with a top width of 15 feet will be constructed using clay / overburden materials. Please provide the profile geometry for the entire berm and update Exhibits C and E accordingly. Response: Item #9 has been revised to describe the profile geometry for the entire berm. An additional map has been added to Exhibit E to graphically depict the profile geometry of the entire berm. 13. An operation that qualifies for a 111(1)(b) Reclamation Permit must not employ material processing activities typically associated with mining operations. Please update Exhibit C to clearly state no material processing will occur during the mining operations. Response: Exhibit C has been updated to state that no material processing will occur during the mining operation. 14. Please identify the primary and secondary commodities to be mined/extracted and describe the intended use pursuant to Rule 6.3.3(n). Response: Exhibit C has been updated to identify the primary and secondary commodities to be mined/extracted, and their intended use. 6.3.4 Exhibit D - Reclamation Plan 15. On Item #2, the Applicant states the mined area will be reclaimed to create a lined pond to store irrigation water. Please provide documentation of the Applicant's or landowner's water rights to store irrigation water at the site. Response: A letter from the owner of the irrigation pond has been attached to Exhibit D to identify the purpose of the pond, and the sources of water for the pond. 16. The Applicant failed to provide an estimate of the actual costs to reclaim the site based on what it would cost the State of Colorado using an independent contractor to complete reclamation. Please provide a financial warranty estimate pursuant to Rule 6.3.4(2). Response: An estimate of the reclamation costs for the site is attached. 6.3.5 Exhibit E - Map 17. Rule 6.2.1(2)(e) requires maps be prepared at a scale that is appropriate to clearly show all elements that are required to be delineated by the Act and these Rules. The acceptable range of map scales shall not be larger than 1 inch = 50 feet nor smaller than 1 inch = 660 feet. Also, that a map scale, appropriate legend, map title, date and a north arrow shall be included. The maps submitted by the Applicant did not include a map scale or a north arrow on the maps. Please submit copies of the Exhibit E maps with all of the requirements of Rule 6.2.1(2)(e). Response: A north arrow and scale has been added to the Exhibit E maps. 6.3.8 Exhibit H - Municipalities Within Two -miles Radius 18. The Applicant listed the Town of Gilcrest as the only municipality located within two miles of the proposed mine site. Based on the Division's review, the site appears to be within two 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 RE.: J-2 Contracting Company. — Hunt Irrigation Pond, File No. M-2022-050, Incomplete Submittal of Special Operation 111(1)(b) Reclamation Permit Application Letter Response 12/12/22 -4- miles of the Town of Milliken. Please review and verify all municipalities are located within two miles of the proposed mine site were identified by the Applicant and revise Exhibit P accordingly. Response: Exhibit H has been revised to show the Town of Milliken. 6.3.9 Exhibit I - Proof of Filing with County Clerk 26) Please provide an affidavit or receipt indicating the date on which the revised application information required to address this letter was placed with the Weld County Clerk and Recorder for public review, pursuant to Rule 1.6.2(1)(c). Response: An additional Exhibit I has been attached to show that our responses to the incompleteness letter have been filed with the County Clerk. Thank you for your consideration of our responses to the comments. Please feel free to contact me with any questions or if you need additional information. Sincerely, e.. J.C. York, P. J&T Consulting, Inc. Attachments: 1) Updated Application Page 5 2) Financial Warranty - Letter of Credit 3) Updated Application Page Exhibit B — Site Description 4) Revised Application Pages Exhibit C — Mining Plan 5) Exhibit C1 — Petition for Class D Non -Irrigation Water Allotment Contract 6) Exhibit C2 - District Court, Water Division No. 1, Case No. 20CW3123 7) Updated Application Pages Exhibit D — Reclamation Plan 8) Exhibit D1 — Purpose of the Pond Letter Dated November 30, 2022. 9) Exhibit D2 — Estimate of Reclamation Costs 10) Revised Application Page Exhibit H — Municipalities Within a 2 Mile Radius 11) Additional Application Page, Exhibit I — Proof of Filing with County Clerk 12) Revised Exhibit A — Location Map 13) Revised Exhibit E — Mining Plan Map 14) Revised Exhibit E — Reclamation Plan Map 15) Exhibit E - Berm Details Map 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 -S - 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: 1. All necessary approvals from local government have been applied for (Section 34-32.5-111(1)(aXIX)); 2. This entire mining operation will not affect more than 30 acres; 3. This mining operation will not adversely affect the stability of any significant, valuable and permanent man-made structure(s) located within two hundred (200) feet of the affected lands. (However, where there is an agreement between the applicant/operator and the persons having an interest in the structure that damage to the structure is to be compensated for by the applicant/operator (Section 34-32.5-115(4)(e), C.R.S.), then mining may occur within 200 feet. Proof of an agreement must be submitted to the Office prior to the decision date.) 4. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(f), C.R.S.); 5. As the applicant/operator, I do not have any mining/exploration operations in this 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. 6. 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 1 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 -Ill, C.R.S., of the Colorado Land Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section 34-32.5-123, C.R.S. Signed and dated this /191 day of /L/al/zit-Jai,- , Loz-2_ . J-2 Contracting Company APpI.. :f. By: Title: President State of (U • ) County of The foregoing instrument was acknowledged before me this 1 -f -- - day o by Chris Leone as President (Name) ) ss. If Corporation Attest (Seal) NO SEAL By: Corporate Secretary or Equivalent Town/City/County Clerk of J-2 Contracting Company mission expires: SIGNATURES MUST BE IN BLUE INK VERUS Bank of Commerce IRREVOCABLE LETTER OF CREDIT The Verus Street: 3700 South College Unit 102 City: Fort Collins State: CO Area Code: 970 Beneficiary: STATE OF COLORADO MINED LAND RECLAMATION BOARD 215 CENTENNIAL BUILDING 1313 SHERMAN STREET DENVER, COLORADO 80203 Applicant: J-2 Contracting Co. Street: City: 105 Coranado Ct. Unit A-101 Bank of Commerce Zip Code: 80525 Telephone: 2041010 LETTER OF CREDIT NUMBER: 178 Amount U.S. $ Date of Issuance: 70,000.00 11/30/2022 Initial Expiration Date: 11/30/2023 Fort Collins State: Colorado Zip Code: 80525 Area Code: 970 Telephone: 392-0694 Gentlemen: We hereby issue and establish our irrevocable letter of credit, the amount of which is available by beneficiary's draft or drafts drawn upon us, which shall be paid at sight, when accompanied by the following document: A written statement of the Director ("the Director") of the Division of Reclamation, Mining and Safety of the State of Colorado ("the Division") certifying that he is a duly authorized official acting on behalf of the State of Colorado and that the amount of the accompanying sight draft is due and payable to the State of Colorado pursuant to applicable provisions of Colorado statutes governing mined land reclamation and that J-2 contracting co. or its successor has neglected, failed, or refused to pay such amount although requested to do so by the Director. 3700 South College Avenue, Unit 102 9 Fort Collins, CO 80525 970 204 1010 Phone 970.204.1590 Fa;; .)FDIC f:QUAL (21 F :�ca Ogsk Each sight draft so drawn and presented shall be honored by us if pres prior to the close of business on the expiration date of this letter of credit. The Bank shall make a payment bire transfer to the Beneficiary. This credit refers to J-2 Contracting Co. 's application for a permit to engage in mining and reclamation activities within the State of Colorado. It is an express condition of this letter of credit that it shall be automatically extended for successive additional periods of one year each, from the initial and each future expiration date unless the verus Bank of Commerce ("the Bank") shall notify the Director at least 90 days prior to an expiration date in writing by certified mail, at the above address, that the Bank elects not to extend the credit for such additional period. In such event, in addition to his power to draw hereon under the preceding paragraphs, the Director may draw the full or any lesser amount hereof at any time prior to such expiration date by sight draft, or drafts, accompanied by the written statement of the Director certifying that the amount drawn will be held as a cash deposit in lieu of financial warranty, as provided in applicable Colorado statutes governing mined land and reclamation. The original signed letter of credit and any amendments will be presented to the Bank by the beneficiary along with any draft presented pursuant to this letter of credit, and will be surrendered to the Bank with any draft which draws the full amount, or the balance remaining available, under this letter of credit. Delivery of the original letter of credit, sight draft(s) and all other documents required as a condition precedent for payment, may be made by overnight courier to the Bank. Each payment on a draft shall reduce the aggregate above written amount by the amount drawn. This Letter of Credit is subject to Uniform Customs and Practice for Documentary Credits (2007 Revision), International Chamber of Commerce — Publication No. 600 (the "UCP600") and shall be governed by the laws of the State of Colorado with respect to subject matters not addressed by the UCP600. In the event of an action between the beneficiary and the Bank regarding this letter of credit, the bank submits to the jurisdiction and venue of the Denver District Court, State of Colorado. The Bank agrees to accept service of process in any such action, if service is made by registered or certified snail (return receipt requested) or courier service, postage or delivery fee prepaid, to the address of the Bank set forth above. If any expiration date specified herein shall fall upon a day other than a regular business day of the Bank, the expiration date shall ipso facto be extended to the close of business on the next successive business day of the Bank. The verus By &tYi_j Authorized Signature` ) Bank of Commerce Date Ja-2• NOTES: 1. The Letter of Credit shall not be in excess of 10 percent of the bank's capital surplus account or in excess of 30 percent if the applicant has more than one Letter of Credit for different permits. To demonstrate this requirement, the issuing bank shall provide a balance sheet certified by a Certified Public Accountant. Generally, this is available in the Bank's most recent Annual Report or Call Report. 2. The Letter of Credit shall be submitted on the Bank's letterhead. 3. The Mined Land Reclamation Board or the Office of Mined Land Reclamation may recover the necessary costs, including attorney's fees or fees incurred in foreclosing on or realizing the collateral used in the event this Letter of Credit is forfeited. The face amount of this Letter of Credit shall be increased by five hundred dollars ($500.00) to cover these costs. M. min\sharetondforms`ILOC bnd final with UCP600 language (3!12!08) EXHIBIT B — Site Description Rule 63.2 1) Primary present land use (check one): ❑✓ Cropland (CR) n Pastureland (PL) TI General Agriculture (GA) Rangeland (RL) Forestry (FR) ❑ Wildlife Habitat (WL) n Residential (RS) ja Recreation (RC) n Industrial/Commercial (IC) n Developed Water Resource (WR) Additional land use information: 2) Current vegetative cover (check all that apply): =Grasses =Trees EL No vegetative cover n Shrubs n Pasture n Other: 3) Current Soil Characteristics: Sand and Gravel underlying clayey overburden and topsoil. (This information is publically available and free. It may be obtained through the local office of the Natural Resources Conservation Service or obtained from websoilsurvev.sc.egov.usda.gov) 4) Are there any permanent manmade structures (homes, roads, brides, power lines, fences, etc.) located within two hundred (200) feet of the permit boundary: ( I ✓ I ) Yes or ( ❑ ) No Structure: see Attached Owner: Structure: Owner: Structure: Owner: Structure: Owner: *Attach separate sheet if there are additional structures 5) Are there any streams, springs, lakes, stock water onds, ditches, reservoirs, and aquifers that would receive drainage directly from the mine: (I ) Yes or ( ❑✓ ) No If yes, please describe the water features: The Farmers Independent Ditch is on the west side of the mine. It does not receive drainage from the site because the ditch road between the site and the ditch is 2-3 feet higher than the site. 6) (Optional) Please attach a Wildlife Statement prepared by the Colorado Parks and Wildlife. 7) (Optional) Additional site description information: EXHIBIT C - Mining Plan Rule 63.3 The purpose of the mining plan is to describe how mining will affect the permit area for the duration of the operation. 1) Estimated dates of commencement: December 1, 2022 and completion: May 30, 2023 Note: Reclamation of all affected lands shall be completed within 12 months after issuance of the permit. An Operator possessing a 111(1)(b) Reclamation Permit must convert to the appropriate regular construction materials permit if extraction and export of materials from the site are not completed within 12 months after the issuance of the permit. 2) Depth of topsoil to be salvaged (check one): n 4-6 inches ❑✓ 6-8 inches n 8-10 inches ❑ 10-12 inches n Other: n N/A, explain: 3) Description of how topsoil will be stockpiled and stabilized: Topsoil will be stockpiled as shown on the Exhibit E - Mining Plan map. and roughened to prevent erosion. Topsoil not used for reclamation will be exported from the site. 4) Thickness of overburden needed to be moved: 37 feet or N/A 5) Thickness of deposit to be mined: 11.3 feet 6) How will the mine be accessed: ( n ) existing roads ( n ) new roads will be created a. Please describe the existing roads: Access will be off of Weld County Road 40, which is a 24 feet wide gravel surfaced road. The access road on the site will be an existing 24 feet wide gravel surfaced road. b. If there will be new roads or road improvements, please describe the new roads and road improvements (note, new roads must be included in permitted acreage): 7) Will water be needed during the mining operation (check one): (E) Yes or (Q) No a. If yes, please describe the source of the water and how much water will be used during the operation: Water source will be the Hunt Water. LLC commercial use wells shown in the attached petition, and augmented per the attached water court case. Total use 5.66 acre-feet. 8) Will groundwater be encountered and/or surface water intercepted or disturbed (check one): (.b Yes or(7I)No. a. If yes, please describe: 9) (Optional) Please provide additional information about the Mining Plan: The irrigation pond will be excavated at 3:1 slopes to a bottom elevation of 4752.The highest anticipated groundwater level of elevation 4750 was found during excavation of exploratory test pits on the site. J-2 commits to remaining a minimum of 2 feet above this highest anticipated groundwater elevation during the mining operation. The mining excavation will then be backfilled with 3 feet of impervious clay / overburden on the floor and slopes to create an impervious liner. I he limits ot mining and mining slopes are shown on the Exhibit E - Mining Han map. el Ill cifuunii Ule extei UI it le mining, wail a top wiUUI u r l3 feet, dnu 3. 1 swpes wit atsU Ue Overburden and topsoil will be stockpiled as shown on the mining plan map Topsoil from the topsoil stockpile will be used to reclaim the site Any topsoil not needed for the reclamation of the site will be exported, and the disturbed area where the topsoil stockpile is removed will be seeded as part of the reclamation of the site. The seed mix and PLS per acre rates to be used to reclaim the site are shown in Exhibit D - Reclamation Plan, Section 7.b - Zone 1 - Eastern Plains. The application rates shown will be doubled because the seed will be broadcast. o material processing will occur during mining operations. The primary commodity to be mined is sand & gravel / pit run, to be used for construction materials 4893794 Pagss: 1 of 2 1230121°04:57PR RFu:i18,0® Carly Kappee, Clerk and Necorder, Weld co.— CO IgIA1ti IOWAN BIM I Type: 14 Contract Number: 1251 PETITION FOR CLASS D NON -IRRIGATION WATER ALLOTMENT CONTRACT FROM THE WELL AUGMENTATION SUBDISTRICT OF THE CENTRAL COLORADO WATER CONSERVANCY DISTRICT Petitioner hereinafter named petitions the Well Augmentation Subdistnct o/the Central Colorado Water Conservancy District, a political subdivision of the State of Clorado, organized and existing by virtue of §37.45-101, et.seq., C.R.S., fora Class D Water Allotment Contract for beneadal use of water urMer the following terms and contliNons: 1. Name, address and telephone number of Petitioner. Hunt Water LLC 14460 Counry Roatl 40 - Platteville, r 60651 - Phone: 970-737.2437 2. Farm I.O. Ito be assigned by Subdistrict): 1251 Description: SEIM Section 6, Township 3 North, Range 66 West Acres: 37 -County: Acres: Weld 4, Ground water use. S. Petitioner owns and/or uses on the above -described lands the following water rights: a. Well Information: WELLS AUGMENTED Permit Number -1 WDID 0205759 Caaa Location UM, 1/4) Number W-2526 SWIM SE1/4 Section Township Range Pump (GPM) 6 3N 66W 600 6 3N 66W 600 i?N b. Surface Water Rights Information:. • Shares of stock in mutual ditch/reservoir and/or irrigation companies delivered to above -described land: Nemo of Company Number of shares owned, rented or leased and used on this farm Name of Ditch or Reservoir Amount of Decree (second- Percentage Owned of Total priority Data NWacrefeet) erslon by month: Minimum _.. —7;7: x.f7,__T well meterls) of the augmented weilis) and reporting accurate metTjeadin 4.te qie t arding wells and well metering. bons and Policies of the Subdistrict. - . f. To report any g. That the Subd calibrate, inspect, move or otherwl. To immetliately nodry [he Subdistrl I. any change in the operation or use r II. any change in the use or extent of u � III. a e.yr rftj srtwn of any of the water rights li' 23TAW Odaditi A rra7 : acquisition of add a v. any cessation -of well u.,for more than one year. 11' ri coo riM:d titt;�L adhere to this Contract, or the Rules. Atilt in the linmediatp termination of this conVad by the Boartl of Directors. - has thj1e right, [q pq{�pR tl�t hin thirty days following the p hearlhp r thq rpr(ttpll oihnB Irees that once a Contract Is 1 Divisfffon One !or deletion a any mem6551;5?Its tleneed augmentation pt A: A9 O0 ma a e wellIN described in 15a or e the right of entry upon P ewe" meterls) assodated wi Information given in 93 thro, 96: nibetl in q5b: 15 or any of Me land described In 93: s, canes that Ir tms contract of Me applicable Notice g SubdiF may petition tt e[itioner is not entitled co Central.Colorado Water Conservancy District 1/2 4693794 P$9ss: 2 of 2 12/21/2020 04:17 PM R F.�:=18.00 Cir1Y Kopp.t, Cltrk and R.00rdar, M.ld County, CO 111111Mil 1e+9��Lh�h�lhr�kl��Ui a I�I#Y41111II1 Iti ititkd to an award of actual attorney fees and costs of the DlsMct hearing antl any subsequent Court review of any m is necessary to resolve any dispute under this Contract, the Parties agree that the proper venue for Water Matte rt In Greeley, Colorado and shall Ole any actions in said venue. - It Is understood and agreed that any replacement water allotted by the Board of Drectors of the SubdisMct shall be for the purpose of permltNng the non rc;: tion use of well water described above, provided, however, that all uses which receive Ne benefk horn Nrallotment shall be within the SubtllsVict. 13. The annual quota Isan estimate by the Subdistrict based oncondlUons at the present time, but is not binding'on the SUDdlsmct, and is subject to change each year The State Engineer and DlWsion Engineer:r the.Water Court, have the authority to make the float determination as to the amount o! pumping allocatbn water that is acceptable and so no estimate by the Subdistrct should be considered binding or final. 14. Pursuant [0 437.45.125(2)10. C.RS., the annual special assessmem herein shell become a tax lien upon the lands for which such wateris Petitioned and allocated. Upon terminatlon of Nis cpnVact, any unPald assessment wlltramain a lien upon [he land. 15. The term of tM1is contract shall 6e for the calendai year beginning January 1 after the slgnldq of this contract. but If replacement water Is required during the calendar year the contract Is signed, then the term shat begin immediately upon execution In wM1lch event the Contract shall expire at the - entl or the calendar year. The contract shag be automa itig renewed each year, P timely payment Is made, unless notice In writing Is given by either party canceling the contract thirty (301 days prior to the eM of the calendar derstood and agreed that the replacement water allotment Is made for the exduslye-benefltgf the Petltloner and may not be tronsfera, [ the poor written approval of the Board o! Directors of sold SubdlsLrltt by a new-tentract.. .. .: „-. ,..,w.F...,w i t II t Petltloner cost. wch measunnq hat the Subdistdct has adopted a groundwater measuring program, and agrees to ns a , a for by Ne iaard of Directors of the Subdistrict. hat In the event Mat pumping from Ne weO(sl described In Nis Petition ceases. Mere will nevertheless ce pose-pumpmq South Platte River (and Its tributades, whore applicable) raf a number of years following cessatbn df pumping. In such event, ntler Nis contract, InUuding but not limited to payment pf annuli Fpeclal assessments, shall extend for w lopq as post- nue. Any annual special assessment Im=1 for the purpose of taeppl1acn9 plot pumping depletions shall become a tax lien such water Is petitioned and akocated. Upon terrnirrotion of Niscohtrect, any unpab assessment will remain a Ilan upon Ne snail De no third•party beneflclaries tdthis Comract, except In cases use of securing Indebtedness. Petitioner understands Mat Petitioner �nsees or guests and shall bedirectly responsible for the acts pf the PETRIONER MUST PROVIDE ALL iNFORMATIOq REQUlSTED OR TNIS PETMON WILL HOT tE ACClP'T!D FOR FILING.TNE INFORMATION MUST BE CORRECT AND ACCUMTE SINCE THE BUBDISTRICT RELIES ON R TO GRANT THE CONTRACT AND CANNOT BE RES►ONSIBLE FOR INCORRECT OR INACCUMTE INFORMATION. / /. rri Petitioner The foregoing instrument wa�ss� acknowledged before me by the above signed this day of[/Ted, , 200a2 WITNEg5 m4 hand arid ofOyel seal. Airsev f.4/1 My commission expires: No i�fNNMINIMA e1DTAIIF►11/lIC trAn of caoRAl3o NCiIAI2; ID IW3401E15g tly l.OaAWIlgs1E[RllEi AME 2.3037 ORDER FOR CLASS D NON -IRRIGATION WATER ALLOTMENT Proper notice haying -been given and hearing held, It is ORDERED that the above petition be grontetl and Is hereby made a contract and an Initial alotment of 100.0 acre-feet of replacement water be made to the lands ihereln descrbed upoh tbe reDF: and payable in the manner, as stated In said iMMI n, the initial amount payable being an annual assessment of 57200. Failure to notify the Board of puectors of any material changes may result In Ne Immediate terminatlon of N�is 7;1:70; ynitrac. _/ DONE.. / /%%dayof,0//xf/A ,2q WELL AUGMENTATION SUBDISTRICT OF THE CENTRAL COLORADO WATER CONSERVANCY DISTRICT P esident,111 Central Colorado Water Conservancy District COLORADO WATER COMM/AMY DISTRICT 34204 W. 2 DH STR T GAMEY. CO.0634 2/2 Official Records of Morgan County, CO 939769 04/04/202202:18:69 PM Pgs: 7 Rec Fee: 43.00 State Documentar Fee: Clerk: Susan L, Bailey 111111111111111110111111111IIlIi I(II IIII IIIII IIiI�IIIIIII III IIIII IIIII IIII IIII RECEPTION : 2022000025152. 3 22 2022 at 9:04 ANN, 1 OF 7. RE.C: S13.00 Josh Zygielhaum. Adams County. CO DISTRICT COURT, WATER DIVISION NO. 1, uH t t, rtLnu: WELD COUNTY, COLORADO CASE NUMBER: 9th Street and 9th Avenue P. O. Box 2038 Greeley, CO 80632 (970) 475-2400 wtatcn Ill, LULL tv: t) HM 2020CW3123 ♦ COURT USE ONLY • CONCERNING THE APPLICATION FOR WATER RIGHTS OF: WELL AUGMENTATION SUBDISTRICT OF THE CENTRAL COLORADO WATER CONSERVANCY DISTRICT IN ADAMS, MORGAN AND WELD COUNTIES. Case No. 20CW3123 FINDINGS OF FACT, CONCLUSIONS OF LAW, RULING AND DECREE OF THE WATER COURT The application in this case was filed with the Water Court, Water Division 1, on August 28, 2020. All matters contained in the application having been reviewed, and testimony and evidence having been taken as necessary, the Referee hereby enters the following Findings of Fact, Conclusions of Law and Ruling. FINDINGS OF FACT Applicant. The Well Augmentation Subdistrict of the Central Colorado Water Conservancy District ("WAS"), 3209 West 28th Street, Greeley, CO 80634. Phone: (970) 330-4540. 2. Application. WAS filed an Application to Add Wells to Plan for Augmentation on August 28, 2020. 3. Notice. All notices of this matter required by law have been made and the Court has jurisdiction over the subject matter of the application and over all persons and property affected by it, whether they or its owners have appeared. 4. Statements of Opposition. The Farmers Reservoir and Irrigation Company ("FRICO"); the City of Greeley, acting by and through its Water & Sewer Board ("Greeley"); and the City of Aurora, Colorado, a municipal corporation of the counties of Adams, Arapahoe and Douglas, acting by and through its Utility Enterprise ("Aurora") each filed a Statement of Opposition in this case. No other Statements of Opposition were filed and the deadline for filing Statements of Opposition has expired. 4819698 Pages: 1 of 7 04/18/2022 02:24 PM R Fee:$43.00 Carly Koppea, Clerk and Recorder, Wald County , CO tIIt��1�+�itl�tl��C��l�t�i'k�rYl Bill WAS Case No. 2020CW3123 Page 2 of 7 5. Stipulations. Applicant and the Opposers entered into stipulations as follows: 5.1. Applicant and FRICO entered into Stipulation on November 22, 2021. 5.2. Applicant and Greeley entered into Stipulation on November 11, 2021. 5.3. Applicant and Aurora entered into Stipulation on November 24, 2021. 6. Summary of Consultation. The Division Engineer for Water Division No. 1 filed a Summary of Consultation Report dated November 30, 2020. Applicant responded to the Division Engineers' Summary of Consultation Report on December 30, 2020. A copy of the Report and Response were served on all parties to this case. PLAN FOR AUGMENTATION Applicant operates a plan for augmentation decreed in Case No. 03CW99 ("WAS Plan"). ¶11.1.2. of the decree in Case No. 03CW99 ("Decree") allows the addition of wells to the plan subject to notice and the terms and conditions in the Decree. 8. Structures to be Added and Augmented. Pumping for irrigation uses from the wells described in ¶¶ 8.1-8.3 below (the "Subject Wells") is currently included in the WAS Plan. The owner of the Subject Wells has applied for approval of new conditional water rights for industrial uses from the wells described in this decree in Case No. 20CW3070 filed on May 28, 2020 in Division 1 Water Court. This decree adds industrial uses as a use to be augmented under the WAS Plan for these wells. 8.1. Name of Water Right to be Added and Augmented: Coming Well 2-1502 Industrial Right, ("Coming Well 2", WDID 0205758). 8.1.1. Name and Address of Owner of Well: Hunt Water, LLC, 14460 Weld County Rd. 40, Platteville, CO 80651; 970-737-2437 8.1.2. Location of Well: SW '/4 of the SE '/4 of Township 3 North, Range 66 West of the 6`h P.M., Weld County, Colorado at a point 692 feet north and 2575 feet west of the SE Corner of Section 6. 8.1.3. Permit No.: The well owner will acquire a new permit prior to use of the well for the industrial uses claimed herein. 8.1.4. Priority Date for Industrial Use: May 28, 2020. 8.1.5. WAS Contract No.: Contract No. 1251: industrial use approved May 19, 2020. 4819658 Pages: 2 of 7 04/18/2022 02:24 PM R Fan:$43.00 Carly Keep.,, Clerk and Recorder, Weld County , CO VIII t��.rl�t'��N14 EWtiN �i'I�tY��f�ti�i��lY4�h �I III WAS Case No. 2020CW3123 Page 3 of 7 8.1.5 Prior Decrees for Same Structure: Previous decree was entered in W-2526, Division One Water Court, on August 12, 1975, with a date of appropriation of March 3, 1944, for 1.33 cubic feet per second, for irrigation of 160 acres located in Section 6, Township 3, North, Range 66 West of the 6`h P.M. 8.1.6 Remarks: The amount claimed in the filing under Case No. 20CW3070 for Coming Well 2 was 600 g.p.m. (1.33 c.f.s.), 100 acre feet per year in combination with Coming Well 3 and Coming Well 4, all conditional. The combined withdrawals from Coming Well 2, Coming Well 3, and Coming Well 4 shall not exceed final decreed amounts in Case No. 20CW3070. 8.2. Name of Water Right to be Added and Augmented: Coming Well 3-1503 Industrial Right, ("Coming Well 3", WDID 0205759). 8.2.1. Name and Address of Owner of Well: Hunt Water, LLC, 14460 Weld County Rd. 40, Platteville, CO 80651; 970-737-2437 8.2.2. Location of Well: SW '/4 of the SE 'l4 of Section 6, Township 3 North, Range 66 West of the 6'h P.M., Weld County, Colorado at a point 964 feet north and 2575 feet west of the SE Corner of Section 6. 8.2.3. Permit No.: The well owner will acquire a new permit prior to use of the well for the industrial uses claimed herein. 8.2.4. Priority Date for Industrial Use: May 28, 2020. 8.2.5. WAS Contract No.: Contract No. 1251: industrial use approved May 19, 2020. 8.2.6. Prior Decree for Same Structure: Previous decree was entered in W-2526, Division One Water Court, on August 12, 1975, with a date of appropriation of June 26, 1954, for 1.33 cubic feet per second, for irrigation of 160 acres located in Section 6, Township 3, North, Range 66 West of the 6th P.M 8.2.7. Remarks: The amount claimed in the filing under Case No. 20CW3070 for Coming Well 3 was 600 g.p.m. (1.33 c.f.s.), 100 acre feet per year in combination with Coming Well 2 and Coming Well 4 with 600 g.p.m. (1.33 c.f.s.) and 15 acre feet absolute, 85 acre feet conditional. The combined withdrawals from Coming Well 2, Coming Well 3, and Coming Well 4 shall not exceed final decreed amounts in Case No. 20CW3070. 4819838 Pages : 3 of 7 CarlyB/2022 Kopps,O2:24 Cla Clerk and Recorder, Weld County , CO VIII I��.�l9��►P tl��ill�r,l ti � �� '=��tri' Milli II III WAS Case No. 2020CW3123 Page 4 of 7 8.3. Name of Water Right to be Added and Augmented: Coming Well 4-1504 Industrial Right, ("Coming Well 4", WDID 0205760). 8.3.1. Name and Address of Owner of Well: Hunt Water, LLC, 14460 Weld County Rd. 40, Platteville, CO 80651; 970-737-2437 8.3.2. Location of Well: SW '/4 of the SE '/4 of Section 6, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado at a point 1310 feet north and 2575 feet west of the SE Corner of Section 6. 8.3.3. Permit No.: The well owner will acquire a new permit prior to use of the well for the industrial uses claimed herein. 8.3.4. Priority Date for Industrial Use: May 28, 2020. 8.3.5. WAS Contract No.: Contract No. 1251: industrial use approved May 19, 2020. 8.3.6. Prior Decree for Same Structure: Previous decree was entered in W-2526, Division One Water Court, on August 12, 1975, with a date of appropriation of December 4, 1954, for 1.78 cubic feet per second, for irrigation of 160 acres located in Section 6, Township 3, North, Range 66 West of the 6th P.M. 8.3.7. Remarks: The amount claimed in the filing under case No. 20CW3070 for Coming Well 4 was 800 g.p.m. (1.78 c.f.s.), 100 acre feet per year in combination with Coming Well 2 and Coming Well 3, all conditional. The combined withdrawals from Coming Well 2, Coming Well 3, and Coming Well 4 shall not exceed final decreed amounts in Case No. 20CW3070. 9. Terms and Conditions. 9.1. Consumptive Use Factors. The terms and conditions for the industrial use rights of the Subject Wells will be the same as for the other Member Wells in the Decree. The consumptive use factor will be 100% for industrial uses. The industrial uses will be separately metered. The method for determining future well depletions from industrial uses will be those set out in the Decree at 116-19. The Subject Wells will be subject to all the terms and conditions for operation as for other Member Wells in the Decree. 9.2. Net Stream Depletions. Depletions resulting from the use of groundwater and accretions resulting from deep percolation of groundwater applied for industrial uses will be lagged back to the South Platte River using the Glover bounded alluvial aquifer method and the following parameters. 4819658 Pages: 4 of 7 04/18/2022 02:24 PM R Fse:s43.00 Carly Kopp., Clerk and Recorder. Wald County , CO WAS Case No. 2020CW3123 Page 5 of 7 Distance to Stream Harmonic from Distance to Specific Mean WAS Stream from Administrative WDID Aquifer Boundary Well Yield Transmissivity Reach (ft) ( ft ) (bpd/ft) (1) (2) (3) (4) (5) 0205758 13,329 11,281 0.2 141,074 F3 0205759 16,060 11,620 0.2 108,600 F3 0205760 16,110 11,690 0.2 103,700 C1 Notes: (1) Shortest measured distance between the well the South Platte River plus the shortest measured distance between the well and the aquifer boundary. (2) Shortest measured distance between the well and the South Platte River. (4) Calculated by dividing the distance from the stream to the well by the sum of the quotient of the length of the path across each crossed grid cell and that grid cell's transmissivity value (SPDSS tgrid0309). (5) Administrative Reach where depletions modeled to accrue. 9.3. Future Depletions from Previous Pumping. The irrigation use of the Subject Wells is already included in the WAS Plan. In addition, by the decree entered in 08CW0071 the Subject Wells were included in and replacements have been made pursuant to the PVIC Augmentation Group, LLC Augmentation Plan (WDID 0205294) (the "PVIC Plan"). For these reasons and because the Subject Wells have not yet been used for the new conditional industrial uses, there are no depletions from prior pumping of the Subject Wells for industrial uses that need to be augmented as a result of the addition of the Subject Wells to the WAS Plan, and no additional depletions from previous pumping will be added to the WAS Plan upon entry of a decree in this case. Depletions from previous pumping of the Subject Wells for irrigation uses will be replaced pursuant to the WAS Plan and the PVIC Plan. 9.4. Future pumping of the Subject Wells for irrigation use and for industrial use under the WAS Plan will be separately metered and all pumping under the WAS Plan shall be separately metered from pumping under any other augmentation plan. 9.5. Except as decreed herein, all other terms and conditions of the WAS Plan remain applicable to the Subject Wells. Pumping of the Subject Wells will be in accordance with said terms and conditions, and the terms and conditions of applicable permits and decrees for the Subject Wells, including this case and Case No. 20CW3070. 10. Distribution of Future Well Depletions. The Decree requires WAS to distribute well depletions between river reaches. 1122.2 of the Decree states: "In the event of the addition or deletion of a well under this plan pursuant to ¶¶11.1.2 and 11.1.3, the Court shall approve and order such adjustments to the percentages set forth in 4819658 Pages: 5 of 7 04/18/2022 02:24 PM R Fee:$43.00. Carly KoPose, Clark and Recorder, Weld County CO ��MItIM 'KW 11114N.1111141V.I Ilk 11111 WAS Case No. 2020CW3123 Page 6 of 7 ¶¶22.2.1, 22.2.2, and 22.2.4 as necessary to ensure that depletions continue to be replaced at locations necessary to prevent injury." The addition of the Subject Wells to the WAS Plan for Augmentation does not require adjustments to the percentages used to distribute stream depletions. The addition of the Subject Wells to the WAS Plan for Augmentation will not change the total volume of replacement allocations for WAS Member Wells. CONCLUSIONS OF LAW I I. Paragraphs I through 10, inclusive, are incorporated herein by reference to the extent they constitute conclusions of law. 12. Jurisdiction. The Court has jurisdiction of the subject matter of this decree and all persons affected hereby, whether they have appeared or not, pursuant to §37-92- 203(1), §37-92-302 and §37-92-304, C.R.S. 13. Application. The Application was filed with the Water Court pursuant to §37-92- 302, C.R.S. 14. Notice. Full and adequate notice of the claim adjudicated herein has been given in the manner required by law. 15. Can and Will. The Court hereby concludes that the Applicant has established that water can and will be diverted under the subject conditional water rights and will be beneficially used, and completed with diligence and within a reasonable time. RULING AND DECREE 16. Paragraphs 1 through 15, inclusive, are incorporated herein by reference and made a part of this Ruling and Decree as if fully set forth. 17. The Court hereby confirms the addition of the Wells to the Plan for Augmentation to be used in accordance with all terms and conditions applicable to Augmentation Wells decreed in Case No. 03CW99 as described in Paragraph 9 above. 18. Accounting and Reporting. Prior to the use of the Subject Wells for industrial purposes, the well owner shall secure a well permit for such purposes from the State Engineer. The Applicant shall maintain diversion records for the water rights decreed herein and shall report and account for such diversions and out of priority depletions by the wells consistent with the accounting and reporting requirements required pursuant to the Augmentation Plan decreed in Case No. 03CW99. Such accounting for the water rights decreed herein shall be integrated into the forms approved for the 03CW99 Augmentation Plan and shall be subject to modification consistent with that decree. 48186'38 Pagea: 6 of 7 04/18/2022 02:24 PM R Faa:043.00 Carly Kopp., Clark and Recorder, Weld County , CO 1111IMC ilfAV IVAN "Ill • WAS Case No. 2020CW3123 Page 7 of 7 19. A copy of this judgment and decree shall be filed with the State Engineer and the Division Engineer for Water Division 1 and it shall be recorded and administered according to its terms. Dated February 14, 2022 (:),Lsitai John Cowan Water Referee Water Division One No protest was filed in this matter. The foregoing ruling is confirmed and approved ans is made the judgment and decree of this Court. Dated: March 10, 2022 Shannon Lyons Alternate Water Judge Water Division One 4819658 PMI's: 7 of 7 04/18/2022 02:24 PM R F..:$43.00 Carly Kappa', Clerk and Recorder, Wald County , CO VIII t!l��IGGIl� IL w' � Plf lM�'li �M M "Ill EXHIBIT D - Reclamation Plan Rule 6.3.4 The purpose of the Reclamation Plan is to describe the timing, procedures, criteria and materials that will be used to reclaim the affected land to the proposed future land use. This plan must be correlated to Exhibit E - Map. 1) Primary future (Post -mining) land use (check one): D Cropland (CR) JL Pastureland (PL) n General Agriculture (GA) _a Rangeland (RL) ja Forestry (FR) D Wildlife Habitat (WL) ** n Residential (RS) n Recreation (RC) El Industrial/Commercial (IC) n Developed Water Resource (WR) **Note: The Colorado Parks & Wildlife (CPW) must be consulted where wildlife use is the proposed future land use. 2) Please provide a general description of how the mined area will be reclaimed: The mined area will be lined with 3 ft of impervious clay / overburden and an above grade berm will be constructed with impervious clay / overburden, to create an lined pond to store irrigation water. The berm will have a top width of 15 feet, and 3:1 slopes. All reclaimed slopes will be 3:1 or flatter. All disturbed areas, remaining stockpile, and slopes above the high water surface of the pond will have 6 inches of topsoil replaced and will be seeded. 3) Specify which ponds, streams, roads and buildings, if any, will remain after reclamation. These features must be shown on the Exhibit E- Map: The excavated pit will remain as a lined irrigation water storage pond. The excess material stockpile will also remain. Note: if ponds are a part of the Reclamation Plan, slopes from 5 vertical feet above to 10 vertical feet below the expected average water level cannot be steeper than 3H:1V; remaining slope lengths may not be steeper than 2H:1V (see example sketch below). 5' 3 4) What will the final grade of the reclaimed slopes be (horizontal:vertical): 3 : (Note: If the Applicant proposes slopes steeper than 3H:1V (example 1H:1 V, 2H:1 V, etc.), please include a justification and a description on how the slope will be stabilized: a. Please provide a general description of the backfilling and grading: Clay / overburden material will be placed starting at the bottom of the excavation. and procee to the top of the excavation, with the exterior berm being constructed last. 5) Depth of topsoil to be replaced (check one): El 4-6 inches ❑✓ 6-8 inches n 8-10 inches ❑ 10-12 inches ❑ Other: ❑ N/A, explain: 6) Explain how the seedbed will be prepared to eliminate compacted conditions: The seedbed will be scarified / roughened immediately prior to seed placement to ensure it is not in a compacted condition. 7) Please provide a seed mix recommendation from the local office of the Natural Resources Conservation Service (specify the quantity of each grass and forb species as pounds of pure live seed [PLSJ per acre) or pick a seed mix from the following list that best represents the climate zone at the mine; (check one): a. ❑ Dryland Quick Establishment This general seed mixture is a combination of drought tolerant and adaptable grasses, which can establish quickly to control erosion. This mix is ideal for sites with an elevation less than 8,000 feet and is adapted to arid conditions. Seed Mix Species Scientific Name PLS Application Rate Grasses Intermediate Wheatgrass Thinopyrum intermedium 2.50 Slender Wheatgrass Elymus trachycaulus, 2.00 Pubescent Wheatgrass Thinopyrum intermedium 3.00 Russian Wildrye Psathyrostachys juncea 3.00 Western Wheatgrass Pascoprum smithii 2.00 Sand Dropseed Sporobolus cryptandrus 0.25 b. ❑✓ Zone 1, Eastern Plains Site Description: The elevation of the plains is 6,000 feet or below. The general region is the Front Range, surrounding Denver Metro area and the Eastern Plains. Annual precipitation generally 12-18 inches per year. The average annual high temperature is 69°F with average annual low temperature of 37°F. Seed Common Name Scientific Name PLS Application Grasses Sideoats Grama Bouteloua curtipendula 1.80 Buffalograss Buchloe dactyloides 6.25 Western Wheatgrass Pascoprum smithii 2.76 Blue Grama Bouteloua gracilis 0.49 Green Needlegrass Stipa viridula 1.44 Little Bluestem Schizachyrium scoparium 1.16 Forbs Upright prairie coneflower Ratibida columnifera 0.25 EL Zone 2, Foothills (Lower Montane) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation ranges from 12 to 18 inches per year. The average annual high temperature is 60°F with average annual low temperature of 29°F. Seed Common Name Scientific Name PLS Application Grasses Blue Grama Bouteloua gracilis 0.49 Needle and thread Hesperostipa comata 2.30 Western Wheatgrass Pascorum smithii 2.76 Little Bluestem Schizachyrium scoparium 1.54 Indian Ricegrass Oryzopsis hymenoides 1.38 Forbs Palmer's penstemon Penstemon palmeri 0.20 d. n Zone 3, Pinyon -juniper (Sagebrush Steppe, Western Plateau) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation average is around 9 inches per year. The average annual high temperature is 65°F with average annual low temperature of 40°F. Seed Common Name Scientific Name PLS Application Grasses Indian Ricegrass Acnatherum hymenoides 1.85 Western Wheatgrass Pascopyrum smithii 2.76 Needle and thread Hilaria jamesii 3.03 Galleta Elymus elymoides 2.19 Basin wild rye Leymus cinereus 3.03 Forbs Scarlett globemallow Sphaeralcea cocciena 0.25 e. II Zone 4, Montane Site Description: The elevation of the Montane zone ranges from 7,500 to 9,300 feet. The general areas include the mountain resort towns and surrounding areas such as Georgetown, Steamboat Springs, Pagosa Springs, Crested Butte, Etc. Annual precipitation ranges from 18 to 60 inches per year. The average annual high temperature is 54°F with an average annual low temperature of 25°F. Seed Mix Common Name Scientific Name PLS Application Rate Grasses Mountain brome Bromus carinatus 1.93 Bluebunch wheatgrass Psuedoroegneria spicata 3.71 Idaho fescue Festuca idahoensis 0.79 Prairie junegrass Koeleria macrantha 0.15 Sandberg bluegrass Poa secunda 0.37 Forbs Common yarrow Achillea millenfolium 0.25 f. n Zone 5, Sub -Alpine Site Description: The elevation of the Sub -Alpine zone ranges from 9,300 to 11,400 feet. The general areas include but are not limited to Lake County, Summit County and areas adjacent to the Continental Divide. Annual precipitation is 40 inches per year, and above. Average annual high temperature is 49° with average annual low temperature of 21°F. Seed Species Scientific Name PLS Application Grasses Mountain muhly Muhlenbergia montana 0.23 Fringed Bromegrass Bromus ciliatus 2.00 Prairie junegrass Koeleria macrantha 0.15 Elk sedge Carex geyeri 2.90 Idaho fescue Festuca idahonesis 0.80 Forbs Silvery Lupine Lupinus argenteus 0.25 g. n Zone 6, Alpine Site Description: The elevation of the Alpine zone range is 11,400 feet and above. The general area includes all areas above timberline. Annual precipitation ranges from 20 to 25 inches per year. Average annual high temperature is 52°F and an average annual low temperature of 18°F. Seed Species Scientific Name PLS Application Grasses Tufted hairgrass Deschampsia cespitosa 0.40 Alpine bluegrass Poa alpine 0.40 Spike trisetum Trisetum spicatum 0.17 Alpine timothy Phleum alpinum 0.35 8) How will the selected seed mixture be seeded (check one): ❑ Drilled 0 Broadcast** ❑ Other: *- The PLS seeding rates on the seed mixtures provided in Question 7 above and standard drill seeding rates should be doubled if the seed is to be broadcast. 9) State the type, application rate, and soil incorporation methods of fertilizer, if any: None 10) State the species, establishment method (type/size), and number of each shrub and/or tree to be established per acre, if any: None 11) State the type, application rate, and crimping method of mulch, if any: 12) (Optional) Please provide additional information about the Reclamation Plan: Hunt Family Farms David and Kayleen Hunt 14460 WCR 40 Platteville, CO 80651 (970) 737-2437 Fax (970) 737-2267 Cell (970) 534-0917 Email: David@huntfeedyard.com November 30, 2022 To Whom it may concern, The purpose of the proposed farm pond is to store water, from several sources. Storage will occur throughout the year, especially towards the end of the of the water season, from free river, from a junior water right that is being applied for, and from leased CBT water. Toward the end of the water season, we have typically been offered leased CBT water that the owner can't utilize and will lose. That's the plan, David Hunt 970-534-0917 Hunt Irrigation Pond Reclamation Cost Estimate: i Activity Disturbed Area to be stripped Disturbed Area Not Stripped Total Cost Per Acre Ext Cost Scarify 20.8 2.9 23.7 $ 200.00 $ 4,740.00 Spread 6" of Topsoil 20.8 20.8 $ 900.00 $ 18,720.00 Seed and Mulch 20.8 2.9 23.7 $ 1,000.00 $ 23,700.00 Direct Costs $ 47,160.00 , Overhead and profit @ 12.6% $ 5,942.16 Project Cost I $ 53,102.16 Project Management @ 10% $ 5,310.22 Warranty Requirement I $ 58,412.38 EXHIBIT H - Municipalities Within a Two Mile Radius Rule 6.3.8 1) Please list all municipalities (mailing address and telephone of the governing body) located within a two mile radius of the mine: Municipality: Town of Gilcrest Address: 304 8th Street, Gilcrest, CO 80623 Telephone: (970) 737-2426 Municipality: Town of Milliken Address: 1101 Broad Street, Milliken, CO 80543 Telephone: (970) 587-4331 Proof of Filing with County Clerk I, the County Clerk for Weld County; have received the application package for a 111(1)(b) Reclamation Permit under provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials and have made the materials available for public review. The proposed mine is known as the (Name of the Mine) Hunt Irrigation Pond , and is located at or near Section 29 Township 4N , Range 66W , stn Principal Meridian. Signature Date P \22006 Hunt Property Gravel Mine\Drawings\Plan Sheets\JT-Location Map dwg, Location Map, 11/30/2022 3 56 17 PM 2000 1000 0 2000 MAP ID NAME/ADDRESS SCALE IN FEET IMMEDIATELY ADJACENT SURFACE OWNERS ASSESSORS ID NO MAP ID NAME/ADDRESS ASSESSORS ID NO A TERRY & JANICE WIEDEMAN 105729200036 D CURETON GILCREST, LLC 105732200005 13434 COUNTY ROAD 42 518 17TH ST STE 1405 105732200006 PLATTEVILLE, CO 80651-8715 DENVER, CO 80202-4115 B DAVID & KAYLEEN HUNT 105729100002 14460 COUNTY ROAD 40 PLATTEVILLE, CO 80651-8527 C VIOLA FRANK, C/O DIANA K MORRIS 105732200007 11615 W 22ND PL LAKEWOOD, CO 80215 J&T Consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80621 303-857-6222 E DAVID & SUSAN PETROCCO 105732000036 14110 BRIGHTON RD BRIGHTON, CO 80601-7318 J-2 Contracting Company Hunt Irrigation Pond Exhibit A - Location Map Date: 11.30.22 Job No. 22008 Drawn: TPY Scale 1 "=2000' Sheet 1 Of 1 P:\22008 Hunt Property Gravel Mine\Drawings\Plan Sheets\JT-Hunt Mining.dwg, 1 Exhibit E - Mining Plan, 11/30/2022 3:56:21 PM -G 60' F.4Ri/ERS INDEPENDENT DITCH ROW CURETON GILGREST LLC GAS LINES OEM / / MINIM IMMIIMI XCEL ENERGY POWER POLES & OVERHEAD ELECTRIC LINES A DAVID & KAYLEEN HUNT HOUSE, OUTBUILDING, FENCE, SEPTIC TANK XCEL ENERGY POWER POLES & OVERHEAD ELECTRIC LINES,, / I Cy/ LEGEND: z // .2 G i // lq FARMERS INDEPENDENT DITCH CO 11/ I'I "I ili GRAVEL ROAD 111 IRRIGATION DITCH 103' OFFSET TO FENCE A 24' ACCESS ROAD (TYP) 3:1 MINING SLOPE (TYP) 60' F.4RAt/ERS INDEPENDENT DITCH ROPY GRAVEL ROAD D CN RS rNo s� 4765 CURETON GILCREST LLC / GAS LINES -G G WELD COUNTY ROAD 40 OEG _��- Q) OF G OF L) V C CURETON GILGREST LLC VIOLA FRANK FENCE CURETON GILGREST LLC GAS LINES =G a=1 _ G GAS PRODUCTION _ FACILITY & FENCE ***a 5280 -- 5280 OE EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE EXISTING FENCE EXISTING ROADS EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE 0- A EXISTING GAS LINE EXISTING RIGHT-OF-WAY SECTION LINE PERMIT BOUNDARY MINING LIMIT STOCKPILE AREA PROPERTY OWNER MAP ID / ( / D / / / / / / / SERVICE/ PEDESTALS l D CURETON GILGREST LLC GAS PRODUCTION FACI ITY & ' ENCE OVEJBURDEN STOCKPILE / 24' /ACCESS ROAD (TIP) / / MINING / LIMIT / / / �W // Illr l / a E DAVID & KAYLEEN HUNT CONCRETE IRRIGATION DITCH ACCESS ROAD PETROLEUM DEVELOPMENT CORP TANKS & EQUIPMENT PERMIT BOUNDARY 27.02 ACRES DAVID & SUSAN PETROCCO CONCRETE IRRIGATION DITCH & PUMP HOUSE CURETON GILCREST LLC GAS LINE DAVID & KAYLEEN HUNT CONCRETE IRRIGATION DITCHES PROPERTY OWNERS WITHIN 200 FEET MAP ID NAME/ADDRESS ASSESSORS ID NO. A TERRY & JANICE WIEDEMAN 13434 COUNTY ROAD 42 PLATTEVILLE, CO 80651-8715 DAVID & KAYLEEN HUNT 14460 COUNTY; ROAD 40 PLATTEVILLE, CO 80651-8527 C VIOLA FRANK C/O DIANA K MORRIS 11615 W 22ND PL LAKEWOOD, CO 80215 CURETON GILCREST, LLC 518 17TH ST STE 1405 DENVER, CO 80202-4115 E DAVID & SUSAN PETROCCO 14110 BRIGHTON RD BRIGHTON, CO 80601-7318 105729200036 105729100002 105732200007 105732200005 105732200006 105732000036 TOPSOIL STOCKPILE 0€ CURETON GILCREST LLC GAS LI NOES' G G G G _ 0 XCEL ENERGY POWER POLES & OVERHEAD ELECTRIC LINES --G- = NOTE: DAVID & KAYLEEN HUNT (MAP ID B) ARE THE SURFACE AND SUBSURFACE OWNERS WITHIN THE PERMIT AREA. 100 50 100 200 300 SCALE IN FEET •- 04 0 0 U) z U) 0 Lso CD M N co O 00 0 C 0 —J 0 LL N N N N- 10 Cr) 0 a 0 • 0 Hunt Irrigation Pond Exhibit E - Mining Plan J-2 Contractiiig Company M-2022-050 REVISIONS C 0 0. 0 V) 0 0 0) C E E O m 0- 0 z J&T Consulting, Inc. Job # 22008 Date 11.11.22 Drawn By Designed By Checked By File JT- Scale TPY TPY JCY Hunt Mining.dwg_ As Shown Sheet: 1 Of: P:\22008 Hunt Property Gravel Mine\Drawings\Plan Sheets\JT-Hunt Reclamation.dwg, 2 Exhibit E - Reclamation Plan, 11/30/2022 3:56:26 PM 60' FARL1 'RS INDEPENDENT DITCH ROl4' j/ "i /j // // </ // ,/ ,/ ' , , , „ ,i (K . - ,- ,-, , ,/ _.____, _,..,, 1 II II EXTERIOR RECLAIMED BERM lI WITH3:1 ISLOPESAND 15 FT WIDTH CONSTRUCTED III WITH CLAY / OVERBURDEN SEE DETAILS SHEET 3 III II yr ill cal GRAVEL//// 11 II ROAD // / LEGEND: -4 /i i // i/ 60' FARA/E'FS INDEPENDENT DITCH ROW GRAVEL ROAD / g �NpEPe • - - A I / OVE, BURDEN / EXCESS MATERIAL STQCKPILE TO REMAIN 7 3 ' DEEP X 10' BOTTOM WIDTH / SPILLWAY WITH 3:1 SIDE SLOPES / i / )( PERMIT BOUNDARY 27.02 ACRES 5280 5280 OE 0 EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE EXISTING FENCE EXISTING ROADS EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE G _ EXISTING GAS LINE EXISTING RIGHT-OF-WAY SECTION LINE PERMIT BOUNDARY POND WATER SURFACE [NOTE: ALL DISTURBED AREAS, BERMS, STOCKPILES, AND SLOPES ABOVE RECLAIMED POND HIGH WATER LINE TO HAVE 6 INCHES OF TOPSOIL REPLACED AND BE SEEDED. 100 50 0 7 100 200 300 SCALE IN FEET Q N (9": O :._, (.7, LoN. 7 VI 01 ; coon co N =O x.z a 0 L > � O Q O N O N 4 O N C • J Q o0 O LO LL M 0 M ... Hunt Irrigation Pond Exhibit E - Reclamation Plan J-2 Contracting Company M-2022-050 REVISIONS 0 Q U N a) O Comments 2 O a >- on 0- E -- W u • 0 z J&T Consulting, Inc. 22008 Job # Date 11.11.22 Drawn By TPY Designed By TPY Checked By JCY File JT-Hunt Reclamation.dwg Scale As Shown Sheet: Of: 2 3 P:\22008 Hunt Property Gravel Mine\Drawings\Plan Sheets\JT-Hunt. Reclamation.dwg, 3 Exhibit E - Berm Details, 11/30/2022 3:56:31 PM La Consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80621 1:303-857-6222 Fax: 303-857-6224 www. j-tconsulting. com RE= II .p�N-� c,��/ / / / Crest Line Table Crest Alignment Curve Table si . G� '"� " - = tea„ —GIG • �• i.1�ji • ;1GjG — - , — Line # Length Direction Start Point End Point Curve # Radius Length Chord Direction Chord Length Delta Start Point End Point •,r _ ��=.' _ _ , , , � '' "-- --- c), N: 1345072.68 N: 1345079.63N: ...•. —" �-. L1 212.61 N88' 07' 39.74E Cl 27.00 29.51 S60' 33' 57"E 28.06 62.61 1345079.6296 N: 1345065.8406 -'' — — ` �": , 1 E: 3195426.39 E: 3195638.89 �► �_-.��. �.��= E: 3195638.8868 E: 3195663.3242 /i% ,ate' ";.....' : ,..,.: `_�.. n .a.' .., ,' �' j /•-° r #'" , / -� - %, .-� , . /�,M�"" £ r r F L2 392.14 S12' 28 14.55"W N: 1344791.79 E. 3195839.74 N: 1344408.90 E. 3195755.06 C2 1605.00 298.97 >, S34' 35 44 E 298.53 10.67 N: 1345065.8406 E: 3195663.3242 N: 1344820.0935 E: 3195832.8259 ,/ --` .< :, ; :`, �y..`• s /�i n<•` C� ..f::.: �"' t ' / ,�: / q� � t. - •.. 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Co ^> / / , N: 1344986.82 I, a e� e = a e_ �fe N. 1344988.63 oBJ e.a.._" 1 I L15 6.76 N74' 24' 57.20"E / E: 3195201.47 E. 3195207.98 6� �,�.— 4770 - , //I,' �1x ' , / o \>� -�// °_ G — _ — — — — / _ _ _ — -_ — — — — _ f -- a L16 71.77 N64' 46' 53.75"E N: 1345035.47 E. 3195333.92 N: 1345066.05 E: 3195398.85 J-2 Contracting Company M-202-050 -- ___- _ C —� C — � — c — — — G___ G— — —r — ---6 — WELD COUNTY 4 0 OE— — OF 00-- OE OE— —. OE — y) OF r;_- �; -0___ �_4.E. t, I X X X X r- X - X BERM PLAN VIEW 100 50 0 100 1 200 300 SCALE 1" = 100' HOR SCALE IN FEET 4780 SPILLWAY h--28 4780 4775 6_ 0 4775 y ---- -- - _ -"' _ _ '- --__. --- ---_ - BERM GRI=ST ELEV = 4776 10' --1 I_- r .� �- ....-- '� - --- �- - -...__ ` EXISTING GRADE REVISIONS Description DBMS Comments p. 4 V G7 U1 C 4768.25 i '� 4770 4780 STA: 0+50.03 STA: 0+65.04 4780 ELEV: 4776.00 ELEV: 4776.00 4776.00 4769.35 4776.00 4770.52 4776.00 4771.52 4776.00 4772.42 4776.00 4773.19 4776.00 4773.67 4776.00 4773.92 4776.00 4774.13 4776.00 4774.24 4776.00 4774.29 4776.00 4773.58 4776.00 4772.46 4776.00 4771.26 4776.00 4770.12 4776.00 4769.18 4776.00 4768.42 4776.00 4767.78 4765 4775 o HEIGHT POND SURFACE F' HIGH WATER EV = 4773 = 4775 CCD N VARIES (1'-9.5') N c5. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 CREST PROFILE 4770 14+00 15+00 16+00 17+00 u.' EXISTING GRADE 4770 Y v a °° >- i- SCALE 1" = 100' HOR j -- 1"=5VER — ____ Date N N o rn 4780 4780 4765 RECLAIMED SLOPE 4765 12 4775 4760 _ MINING SLOPE J&T Consulting, Inc. � 4775 -BERM CREST EXISTING ELEV == GRADE 4776 - 4770 0 • STA: ELEV: 1 +28.06 4755.00 4760 4770 _ _ -" _ '- --- -- 4755 MAXIMUM HIGH GROUNDWATER _ ANTICIPATED _STA: ELEV: 1 +34.03 4752.00 4755 _ -� ELEV = 4750 -_ 4765 - Job # 22008 4765 4776.00 4767.48 4776.00 4767.27 4776.00 4767.04 4776.00 4766.61 4776.00 4766.03 4776.00 4765.85 4776.00 4765.59 4776.00 4765.38 4776.00 4765.57 4776.00 4765.67 4776.00 4765.59 4776.00 4765.65 4776.00 4766.06 4776.00 4766.59 4776.00 4767.49 4776.00 4750 o N 4765.16 4766.00 4765.40 4772.66 4765.56 4776.00 4765.64 4771.01 4765.71 4764.35 4765.79 4757.69 4765.86 4755.00 4765.93 4750 p Oco Date 11.11.22 Drawn By TPY Designed By TPY Checked By JCY File JT-Hunt Reclamation.dwg 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 CREST PROFILE BERM SECTION Scale As Shown Sheet: Of: 3 3 SCALE 1" = 100' HOR SCALE 1 " = 20' HOR 1" = 5 VER 1" = 5 VER NOTICE OF FILING APPLICATION FOR COLORADO MINED LAND RECLAMATION PERMIT FOR CONSTRUCTION MATERIALS SPECIAL OPERATION 111(1)(b) NOTICE TO THE BOARD OF COUNTY COMMISSIONERS Weld COUNTY J-2 Contracting Company (the "Applicant/Operator") has applied for a Construction Materials Special Operation 111(1)(b) Reclamation Permit from the Colorado Mined Land Reclamation Board (the "Board") to conduct mining operations 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 Division of Reclamation, Mining, and Safety (the "Division") and the local county clerk and recorder. The applicant/operator proposes to reclaim the affected land to General agriculture use. Pursuant to Section 34-32.5-116(4)(m), C.R.S., the Board may confer with the local Board of County Commissioners before approving of 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 on the application within five (5) working days after the application was filed with the Division. If you would like to discuss the proposed post -mining land use, or any other issue regarding this application, please contact the Division of Reclamation, Mining, and Safety, 1313 Sherman St., Room 215, Denver, Colorado 80203, (303) 866-3567. NOTE TO APPLICANT/OPERATOR: You must attach a copy of the application form (pages 1-5) to this notice. If this is a notice of a change to a previously filed application you must either attach a copy of the changes, or attach a complete and accurate description of the change. Received by: Signature Date Pvbt;t Re✓:e-J Il/21/22 RECEIVED NOV 17 2022 WELD COUNTY COMMISSIONERS cc: pt. (TP/MN /DA), pi,) (c H /ER/6K) tt/«/22 2022-3229 COLORADO Division of Reclamation, Mining and Safety Department of Natural Resources 1313 Sherman Street, Room 215 Denver, Colorado 80203 CONSTRUCTION MATERIALS SPECIAL OPERATION 111(1)(b) RECLAMATION PERMIT APPLICATION FORM The application for a Construction Materials Special 111 Operation Reclamation Permit contains four major parts: (1) the application form; (2) Exhibits A -L, Addendum I, and any sections of Exhibit 6.5 (Geotechnical Stability Exhibit), as required by the Office, and outlined in Rules 6.1, 6.2, 6.3, 6.5, and 1.6.2(1)(b); (3) the application fee; (4) the Performance Warranty and Financial Warranty. When you submit your application, be sure to include one completed, signed and notarized ORIGINAL and one copy of the completed application form, two copies of Exhibits A -L, Addendum 1, appropriate sections of Exhibit 6.5 (Geotechnical Stability Exhibit), as required, a check for the $400.00 application fee, and the fully executed Performance Warranty and Financial Warranty. Exhibits should NOT be bound or in 3 -ring binders; maps should be folded to 8 'h" X 11" or 8 'h" X 14" size. To expedite processing, please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, all information described below Applicant/operator or company name (name to be used on the permit): J-2 Contracting Company 1.1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (pit, mine or site name): Hunt Irrigation Pond 3. Permitted acreage: (must be 30 acres or less) 27.02 Permitted Acres 4. Fees: 4.1 New Application 4$ 00.00 Application Fee 5. Primary commodities) to be mined: Sand and Gravel 6. Name of owner to the surface of affected land: David and Kayleen Hunt 7. Name of owner to the subsurface rights of affected land: David and Kayleen Hunt 8. Location information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): II 6th (Colorado) n 10th (New Mexico) II 'Ute SECTION (write number): S 29 TOWNSHIP (write number and check direction): T 4N ✓ . North _El_ South RANGE (write number and check direction): R 66W JL East 171 West QUARTER SECTION (check one): I 6W ! NE El NW El SE - ✓� SW QUARTER/QUARTER SECTION (check one): El NE El NW SE _E_ SW 1313 Sherman Street, Room 215, Denver, CO 80203 P 303.866.3567 F 303.832.8106 http://mining.state.co.us -2- 9. Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) 39° 44' 12.98" (W) 104° 59' 3.87" Latitude (N): deg min sec (2 decimal places) Longitude (W): deg min sec (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude (N) 40 . 275443 (5 decimal places) Longitude (W) 104 805593 (5 decimal places) OR Universal Transverse Mercator (UTM) Example: 201336.3 :E NAD27 Zone. 13 4398351.2 N UTM Datum (specify NAD27, NAD83 or WGS 84) Easting Northing Zone 11. Primary Present Land Use (check only one): El Cropland (CR) ❑ Pastureland (PL) ❑ General Agriculture (GA) CI Rangeland (RL) ElForestry (FR) Q Wildlife Habitat (WL) CIResidential (RS) Recreation (RC) El Industrial/Commercial (IC) LIDeveloped Water Resources (WR) 10. Primary Future (Post -mining) Land Use (check only one): El Cropland (CR) II Pastureland (PL) II General Agriculture (GA) El Rangeland (RL) II Forestry (FR) II Wildlife Habitat (WL) El Residential (RS) El Recreation (RC) II Industrial/Commercial (IC) Developed Water Resources (.WR) 12. Duration of Project: 12.1 Estimated beginning date of excavation: December 1, 2022 May 30, 2023 12.2 Estimated completion date of excavation: -3- 13. Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Chris Leone Title: President Company Name: J-2 Contracting Company Street/P.O. Box: 105 Coronado Ct., Unit A-101 P.O. Box: City: Fort Collins State: CO Zip Code: 80525 Telephone Number: (970 ) ^ 219-3916 Email Address: chrisleone@j2contracting.com PERMITTING CONTACT (if different from applicant/operator above) Contact's Name: J.C. York Company Name: J&T Consulting, Inc. Street/P.O. Box: City:. 305 Denver Avenue, Suite D Fax Number: ( ) - Fort Lupton State: CO Title: Principal / Owner P.O. Box: Zip Code: 80621 Telephone Number: (970 ) _ 222-9530 Fax Number: ( ) - Email Address Name: jcyork@j-tconsulting.com INSPECTION CONTACT (if different from applicant/operator above) Contact's Name: Title: Company Name: Street/P.O. Box: P.O. Box: City: State: Zip Code: Telephone Number: ( ) - Fax Number: ( ) Email Address: CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street City: State: Zip Code: Telephone Number: ( l CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: -4 - Responsibilities as a Permittee: 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 reouirement, in the space provided, to acknowledge that you understand your obligations. If you do not understand these obligations then please contact this Office fora full explanation. I. Your obligation toreclaim 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;' 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; Z1 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties may result to you as permittee; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a new permit application and obtain approval from the Board or Office; 5. It is your responsibility to notify the Office of any changes to 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): 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, c.. the permit number. 7. The boundaries of the 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 Rules and Regulations in effect at the time the permit is issued. A9, Annually, on the anniversary date of permit issuance, you must submit an annual fee ($200), and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date. You must also submit any monitoring required by the Reclamation Plan 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, 2019, the annual fee is for the period of July 1, 2018 through June 30, 2019. 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 an operator, to continue to pay your annual fee to the Office until the Board releases you from your responsibility. - 5 - 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: 1. All necessary approvals from local government have been applied for (Section 34-32.5-111(1)(aXIX)); 2. This entire mining operation will not affect more than 30 acres; 3. This mining operation will not adversely affect the stability of any significant, valuable and permanent man-made structure(s) located within two hundred (200) feet of the affected lands. (However, where there is an agreement between the applicant/operator and the persons having an interest in the structure that damage to the structure is to be compensated for by the applicant/operator (Section 34-32.5-115(4)(e), C.R.S.), then mining may occur within 200 feet. Proof of an agreement must be submitted to the Office prior to the decision date.) 4. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(f), C.R.S.); 5. As the applicant/operator, I do not have any mining/exploration operations in this 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. 6. 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 1 misdemeanor pursuant to Section 18-8-503, C.R.S.. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-111, C.R.S., of the Colorado Land Reclamation Act far the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section 34.32.5-123, C.R.S. Signed and dated this day of ./11 vZ /9 114 Z'O ZL- J-2 Contracting Company Apprcantt rat By: Title: President State of (AD County of /.Nyri26ib' ) The fcregoing instrument was acknowledged before me this 1 day o by Chris Leone : as President (Name) ) ss. Cr.) If Corporation Attest (Seal) By: Corporate Secretary or Equivalent Town/City/County. Clerk , of J-2 Contracting Company CAPS mission expires: SIGNATURES MUST BE IN BLUE INK Application for:. DBMS 111(1)(b) Reclamation Operation Hunt Irrigation Pond J-2 Contracting Co. 105 Coronado Ct. Unit A-101 Fort Collins, CO 80525 Phone: 970-392-0694 Fax: 970-392-0695 Prepared By: J&T Consulting, Inc. 305 Denver Avenue — Suite D Fort Lupton, CO 80621 303-857-6222 www. j-tconsu lting.com COLORADO Division of Reclamation, Mining and Safety Department of Natural Resources 1313 Sherman Street, Room 215 Denver, Colorado 80203 CONSTRUCTION MATERIALS SPECIAL OPERATION 111(1)(b) RECLAMATION PERMIT APPLICATION FORM The application for a Construction Materials Special 111 Operation Reclamation Permit contains four major parts: (1) the application form; (2) Exhibits A -L, Addendum 1, and any sections of Exhibit 6.5 (Geotechnical Stability Exhibit), as required by the Office, and outlined in Rules 6.1, 6.2, 6.3, 6.5, and 1.6.2(1)(b); (3) the application fee; (4) the Performance Warranty and Financial Warranty. When you submit your application, be sure to include one completed, sinned and notarized ORIGINAL and one copy of the completed application form, two copies of Exhibits A -L, Addendum 1, appropriate sections of Exhibit 6.5 (Geotechnical Stability Exhibit), as required, a check for the $400.00 application fee, and the fully executed Performance Warranty and Financial Warranty. Exhibits should NOT be bound or in 3 -ring binders; maps should be folded to 8 '/z" X 11" or 8 '/i" 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 described below Applicant/operator or company name (name to be used on the permit): J-2 Contracting Company 1.1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (pit, mine or site name): Hunt Irrigation Pond 3. Permitted acreage: (must be 30 acres or less) 27.02 Permitted Acres 4. Fees: 4.1 New Application 400.00 Application Fee 5. Primary commoditie(s) to be mined: Sand and Gravel 6. Name of owner to the surface of affected land: David and Kayleen Hunt 7. Name of owner to the subsurface rinhts of affected land: David and Kayleen Hunt 8. Location information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): _R-4 6th (Colorado) n 10th (New Mexico) ri Ute SECTION (write number): S 29 TOWNSHIP (write number and check direction): T 4N ✓� North South RANGE (write number and check direction): R 66W n East [71 I West QUARTER SECTION (check one): n NE NW n SE _I=L l SW QUARTER/QUARTER SECTION (check one): n NE n NW n SE _Q SW 1313 Sherman Street, Room 215, Denver, CO 80203 P 303.866.3567 F 303.832.8106 http://mining.state.co.us -2- 9. Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) 39° 44' 12.98" (W) 104° 59' 3.87" Latitude (N): deg min sec (2 decimal places) Longitude (W): deg min sec (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude (N) 40 275443 Longitude (W) 104 805593 OR Universal Transverse Mercator (UTM) Example: 201336.3 E NAD27 Zone 13 4398351.2 N (5 decimal places) (5 decimal places) UTM Datum (specify NAD27, NAD83 or WGS 84) Zone Easting Northing 11. Primary Present Land Use (check only one): ❑ Cropland (CR) ❑ Pastureland (PL) ❑ General Agriculture (GA) ❑ Rangeland (RL) ❑ Forestry (FR) ❑ Wildlife Habitat (WL) ▪ Residential (RS) ❑Recreation (RC) ❑ Industrial/Commercial (IC) ❑ Developed Water Resources (WR) 10. Primary Future (Post -mining) Land Use (check only one): ❑ Cropland (CR) ❑Pastureland (PL) ❑✓ General Agriculture (GA) ▪ Rangeland (RL) II Forestry (FR) ❑ Wildlife Habitat (WL) ❑ Residentia1(RS) ❑ Recreation (RC) II Industrial/Commercial (IC) ▪ Developed Water Resources (WR) 12. Duration of Project: 12.1 Estimated beginning date of excavation: 12.2 Estimated completion date of excavation: May 30, 2023 December 1, 2022 -3- 13. Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Chris Leone Company Name: J-2 Contracting Company Street/P.O. Box: 105 Coronado Ct., Unit A-101 City: Fort Collins Telephone Number: (970 ) _ 219-3916 Email Address: chrisleone@j2contracting.com Title: President P.O. Box: State: CO Zip Code: 80525 Fax Number: ( ) - PERMITTING CONTACT (if different from applicant/operator above) Contact's Name: Company Name: Street/P.O. Box: J.C. York Title: Principal! Owner J&T Consulting, Inc. 305 Denver Avenue, Suite D P.O. Box: City: Fort Lupton State: CO Zip Code: 80621 Telephone Number: (970 ) _ 222-9530 Fax Number: ( ) - Emai1 Address Name: jcyork@j-tconsulting.com INSPECTION CONTACT (if different from applicant/operator above) Contact's Name: Title: Company Name: Street/P.O. Box: P.O. Box: City: State: Zip Code: Telephone Number: ( Fax Number: ( ) Email Address: CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street City: State: Zip Code: Telephone Number: ( ) - CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: -4 - Responsibilities as a Permittee: 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 do not understand these obligations then please contact this Office fora full explanation. r 1, Your obligation toreclaim the site is notlimited 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; 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 may result to you as permitter; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a new permit application and obtain approval from the Board or Office; a5. It is your responsibility to notify the Office of any changes to 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): 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, c. the permit number. 7 The boundaries of the 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 Rules and Regulations in effect at the time the permit is issued. 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee ($200), and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date. You must also submit any monitoring required by the Reclamation Plan 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, 2019, the annual fee is for the period of July 1, 2018 through June 30, 2019. 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 an operator, to continue to pay your annual fee to the Office until the Board releases you from your responsibility. 5 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: 1. All necessary approvals from local government have been applied for (Section 34-32.5-111(1)(aXIX)); 2. This entire mining operation will not affect more than 30 acres; 3. This mining operation will not adversely affect the stability of any significant, valuable and permanent man-made structure(s) located within two hundred (200) feet of the affected lands. (However, where there is an agreement between the applicant/operator and the persons having an interest in the structure that damage to the structure is to be compensated for by the applicant/operator (Section 34-32.5-115(4)(e), C.R.S.), then mining may occur within 200 feet. Proof of an agreement must be submitted to the Office prior to the decision date.) 4. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(f), C.R.S.); 5. As the applicant/operator, I do not have any mining/exploration operations in this 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. 6..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 1 misdemeanor pursuant to Section 18-8-503, C.R.S.. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-111, C.R.S.; of the Colorado Land Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section 34-32.5-123, C.R.S. Signed and dated this /J day of /l/ vem 16z-2_ J-2 Contracting Company Apprcantl�erato By: Title: President State of f bj?1a- County of S ittitii The foregoinginstrument was acknowledged before me this . 1✓ day u by Chris Leone as President (Name) ) ss. If Corporation Attest (Seal) By: Corporate Secretary or Equivalent Town/City/County Clerk of J-2 Contracting Company SIGNATURES MUST BE IN BLUE INK EXHIBIT A - Legal Description and Location Map Rule 63.1 1) Legal Description: a. County: Weld b. Principal Meridian (check one): 1 6th (Colorado) ° n 10th (New Mexico) ❑ Ute c. Section (write number): 29 d. Township (write number and check direction): T 4N �✓ North D South e. Range (write number and check direction): R 66W n East 0✓ West f. Quarter Section (check one): ❑ NE 0 NW 0 SE n SW g. Quarter/Quarter Section (check one): n NE 0 NW R✓ SE n SW h. Approximate elevation (write number): 4770 Feet i. Direction and miles to nearest town/city The Town of Giicrest is 1.5 miles northeast of the site Additional location details: 0.4 miles east of intersection of Weld County Road 27 & Weld County Road 40, on the north side of Weld County Road 40. Note: Where available, the street address or lot number(s) shall be given. 2) Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Degrees Minutes Seconds (DMS): Latitude (N): deg min sec (2 decimal places) Longitude (W): deg min sec (2 decimal places) OR Decimal Degrees (DD): Latitude (N) 40 275443 (5 decimal places) Longitude (W) - 104 805593 (5 decimal places) OR Universal Transverse Mercator (UTM): UTM Datum (specify NAD27, NAD83 or WGS 84) Zone Easting Northing 3) Location Map showing the location of the mine site on a USGS Quad (1:24,000 Scale) or equivalppnap. Attached P:\22008 Hu EXHIBIT B — Site Description Rule 6.3.2 1) Primary present land use (check one): ✓L Cropland (CR) JL Pastureland (PL) n General Agriculture (GA) Rangeland (RL) ❑ Forestry (FR) ❑ Wildlife Habitat (WL) n Residential (RS) n Recreation (RC) Fl Industrial/Commercial (IC) Fl Developed Water Resource (WR) Additional land use information: 2) Current vegetative cover (check all that apply): =Grasses Trees ja No vegetative cover n Shrubs n Pasture n Other: 3) Current Soil Characteristics: Sand and Gravel underlying clayey overburden and topsoil. (This information is publically available and free. It may be obtained through the local office of the Natural Resources Conservation Service or obtained from websoilsurvey.sc.egov.usda.gov) 4) Are there any permanent manmade structures (homes, roads, brid es, power lines, fences, etc.) located within two hundred (200) feet of the permit boundary: ( I ✓ I ) Yes or (0) No Structure: See Attached Owner: Structure: Owner: Structure: Owner: Structure: Owner: *Attach separate sheet if there are additional structures 5) Are there any streams, springs, lakes, stock water onds, ditches, reservoirs, and aquifers that would receive drainage directly from the mine: ( Li ) Yes or ( n ) No If yes, please describe the water features: 6) (Optional) Please attach a Wildlife Statement prepared by the Colorado Parks and Wildlife. 7) (Optional) Additional site description information: EXHIBIT B Permanent Man -Made Structures within 200 Ft of the Affected Land The list of structure owners and structures are as follows (please refer to the Exhibit E Mining Plan map for the specific locations): Farmers Independent Ditch Company Irrigation ditch, ditch right-of-way Cureton Gilcrest, LLC Gas lines, fences, industrial buildings and equipment Petroleum Development Corp Oil/gas tanks and equipment David and Kayleen Hunt Home site and outbuilding, septic tank, fences, concrete irrigation ditches. Xcel Enemy Power poles and power lines Viola Frank Fence David and Susan Petrocco Pump house, concrete irrigation ditch Weld County Weld County Road 40, road right-of-way LMI J&T Consulting, Inc. J-2 Contacting Company Hunt Irrigation Pond DRMS 111(1)(b) Permit Application EXHIBIT C - Mining Plan Rule 6.3.3 The purpose of the mining plan is to describe how mining will affect the permit area for the duration of the operation. 1) Estimated dates of commencement: December 1, 2022 and completion: May 31, 2023 Note: Reclamation of all affected lands shall be completed within 12 months after issuance of the permit. An Operator possessing a 111(1)(b) Reclamation Permit must convert to the appropriate regular construction materials permit if extraction and export of materials from the site are not completed within 12 months after the issuance of the permit. 2) Depth of topsoil to be salvaged (check one): n 4-6 inches ❑✓ 6-8 inches n 8-10 inches 10-12 inches n Other: Fl N/A, explain: 3) Description of how topsoil will be stockpiled and stabilized: Topsoil will be stockpiled as shown on the Exhibit C - Mining Plan map. Stockpile will be roughened to prevent erosion, and will be seeded at the conclusion of the project. 4) Thickness of overburden needed to be moved: 3.7 feet or N/A 5) Thickness of deposit to be mined: 11.3 feet 6) How will the mine be accessed: ( n ) existing roads (❑ ) new roads will be created a. Please describe the existing roads: Access from Weld County Road 40. which is a gravel surfaced road. b. If there will be new roads or road improvements, please describe the new roads and road improvements (note, new roads must be included in permitted acreage): 7) Will water be needed during the mining operation (check one): Ca) Yes or ( ❑ ) No a. If yes, please describe the source of the water and how much water will be used during the operation: 8) Will groundwater be encountered and/or surface water intercepted or disturbed (check one): (EYes orRI) No. a. If yes, please describe: 9) (Optional) Please provide additional information about the Mining Plan: The irrigation pond will be excavated at 3:1 slopes to a bottom elevation of 4751, which is above the highest groundwater level of 4750 found during excavation of exploratory test pits. The mining excavation will then be backfilled with 3 feet of impervious clay / overburden on the floor and slopes to create an impervious liner. The limits of mining and mining slopes are shown on the Exhibit E - Mining Plan map. A berm around the exterior of the mining, with a top width of 15 feet, will also be constructed using impervious clay / overburden materials, as shown on the Exhibit E - Reclamation Plan map. Overburden and topsoil will be stockpiled as shown on the mining plan mom. EXHIBIT D - Reclamation Plan Rule 6.3.4 The purpose of the Reclamation Plan is to describe the timing, procedures, criteria and materials that will be used to reclaim the affected land to the proposed future land use. This plan must be correlated to Exhibit E - Map. 1) Primary future (Post -mining) land use (check one): ❑ Cropland (CR) ❑ Pastureland (PL) ja General Agriculture (GA) ja Rangeland (RL) Forestry (FR) ❑ Wildlife Habitat (WL) ** n Residential (RS) la Recreation (RC) n Industrial/Commercial (IC) n Developed Water Resource (WR) **Note: The Colorado Parks & Wildlife (CPW) must be consulted where wildlife use is the proposed future land use. 2) Please provide a general description of how the mined area will be reclaimed: The mined area will be lined with 3 ft of impervious clay I overburden and an above grade berm will be constructed with impervious clay / overburden, to create an lined pond to store irrigation water. All reclaimed slopes will be 3:1 or flatter. All disturbed areas, remaining stockpiles, and slopes above the high water surface of the pond will have 6 inches of topsoil replaced and will be seeded. 3) Specify which ponds, streams, roads and buildings, if any, will remain after reclamation. These features must be shown on the Exhibit E- Map: The excavated pit will remain as a lined irrigation water storage pond. Excess material stockpiles will also remain. Note: if ponds are a part of the Reclamation Plan, slopes from 5 vertical feet above to 10 vertical feet below the expected average water level cannot be steeper than 3H:1V;_ remaining slope lengths may not be steeper than 2H:1V (see example sketch below). 3 4) What will the final grade of the reclaimed slopes be (horizontal:vertical): 3 :1 (Note: If the Applicant proposes slopes steeper than 3H:1V (example 1H:1 V, 2H:1 V, etc.), please include a justification and a description on how the slope will be stabilized: a. Please provide a general description of the backfilling and grading: Clay / overburden material will be place starting at the bottom of the excavation. and proceed to the top of the excavation, with the exterior berm being constructed last. 5) Depth of topsoil to be replaced (check one): Ft 4-6 inches ❑✓ 6-8 inches n 8-10 inches n 10-12 inches ❑ Other: rl N/A, explain: 6) Explain how the seedbed will be prepared to eliminate compacted conditions: The seedhed will be scarified / roughened immediately prior to seed placement to ensure it is not in a compacted condition. 7) Please provide a seed mix recommendation from the local office of the Natural Resources Conservation Service (specify the quantity of each grass and forb species as pounds of pure live seed [PLS] per acre) or pick a seed mix from the following list that best represents the climate zone at the mine; (check one): a. n Dryland Quick Establishment This general seed mixture is a combination of drought tolerant and adaptable grasses, which can establish quickly to control erosion. This mix is ideal for sites with an elevation less than 8,000 feet and is adapted to arid conditions. Seed Mix Species Scientific Name PLS Application Rate Grasses Intermediate Wheatgrass Thinopyrum intermedium 2.50 Slender Wheatgrass Elymus trachycaulus, 2.00 Pubescent Wheatgrass Thinopyrum intermedium 3.00 Russian Wildrye Psathyrostachys juncea 3.00 Western Wheatgrass Pascoprum smithii 2.00 Sand Dropseed Sporobolus cryptandrus 0.25 b. ❑✓ Zone 1, Eastern Plains Site Description: The elevation of the plains is 6,000 feet or below. The general region is the Front Range, surrounding Denver Metro area and the Eastern Plains. Annual precipitation generally 12-18 inches per year. The average annual high temperature is 69°F with average annual low temperature of 37°F. Seed Common Name Scientific Name PLS Application Grasses Sideoats Grama Bouteloua curtipendula 1.80 Buffalograss Buchloe dactyloides 6.25 Western Wheatgrass Pascoprum smithii 2.76 Blue Grama Bouteloua gracilis 0.49 Green Needlegrass Stipa viridula 1.44 Little Bluestem Schizachyrium scoparium 1.16 Forbs Upright prairie coneflower Ratibida columni, fera 0.25 c. n Zone 2, Foothills (Lower Montane) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation ranges from 12 to 18 inches per year. The average annual high temperature is 60°F with average annual low temperature of 29°F. Seed Common Name Scientific Name PLS Application Grasses Blue Grama Bouteloua gracilis 0.49 Needle and thread Hesperostipa comata 2.30 Western Wheatgrass Pascorum smithii 2.76 Little Bluestem Schizachyrium scoparium 1.54 Indian Ricegrass Oryzopsis hymenoides 1.38 Forbs Palmer's penstemon Penstemon palmeri 0.20 d. Zone 3, Pinyon -juniper (Sagebrush Steppe, Western Plateau) Site Description: The elevation of the foothills ranges from 6,000 to 7,500 feet. The general region is the transition zone between the plains and the montane. Annual precipitation average is around 9 inches per year. The average annual high temperature is 65°F with average annual low temperature of 40°F. Seed Common Name Scientific Name PLS Application Grasses Indian Ricegrass Acnatherum hymenoides 1.85 Western Wheatgrass Pascopyrum smithii 2.76 Needle and thread Hilaria jamesii 3.03 Galleta Elymus elymoides 2.19 Basin wild rye Leymus cinereus 3.03 Forbs Scarlett globemallow Sphaeralcea cocciena 0.25 e. n Zone 4, Montane Site Description: The elevation of the Montane zone ranges from 7,500 to 9,300 feet. The general areas include the mountain resort towns and surrounding areas such as Georgetown, Steamboat Springs, Pagosa Springs, Crested Butte, Etc. Annual precipitation ranges from 18 to 60 inches per year. The average annual high temperature is 54°F with an average annual low temperature of 25°F. Seed Mix Common Name Scientific Name PLS Application Rate Grasses Mountain brome Bromus carinatus 1.93 Bluebunch wheatgrass Psuedoroegneria spicata 3.71 Idaho fescue Festuca idahoensis 0.79 Prairie junegrass Koeleria macrantha 0.15 Sandberg bluegrass Poa secunda 0.37 Forbs Common yarrow Achillea millenfolium 0.25 f. n Zone 5, Sub -Alpine Site Description: The elevation of the Sub -Alpine zone ranges from 9,300 to 11,400 feet. The general areas include but are not limited to Lake County, Summit County and areas adjacent to the Continental Divide. Annual precipitation is 40 inches per year and above. Average annual high temperature is 49° with average annual low temperature of 21°F. Seed Species Scientific Name PLS Application Grasses Mountain muhly Muhlenbergia montana 0.23 Fringed Bromegrass Bromus ciliatus 2.00 Prairie junegrass Koeleria macrantha 0.15 Elk sedge Carex geyeri 2.90 Idaho fescue Festuca idahonesis 0.80 Forbs Silvery Lupine Lupinus argenteus 0.25 g. n Zone 6, Alpine Site Description: The elevation of the Alpine zone range is 11,400 feet and above. The general area includes all areas above timberline: Annual precipitation ranges from 20 to 25 inches per year. Average annual high temperature is 52°F and an average annual low temperature of 18°F. Seed Species Scientific Name PLS Application Grasses Tufted hairgrass Deschampsia cespitosa 0.40 Alpine bluegrass Poa alpine 0.40 Spike trisetum Trisetum spicatum 0.17 Alpine timothy Phleum alpinum 0.35 8) How will the selected seed mixture be seeded (check one): ❑ Drilled ❑✓ Broadcast** ❑ Other: **- The PLS seeding rates on the seed mixtures provided in Question 7 above and standard drill seeding rates should be doubled if the seed is to be broadcast. 9) State the type, application rate, and soil incorporation methods of fertilizer, if any: None 10) State the species, establishment method (type/size), and number of each shrub and/or tree to be established per acre, if any: None 11) State the type, application rate, and crimping method of mulch, if any: 12) (Optional) Please provide additional information about the Reclamation Plan: EXHIBIT E - Maps Rule 6.3.5 The Operator/Applicant must provide at least two maps which clearly describes the features associated with the Mining Plan and the components of the Reclamation Plan. The Mining Plan Map and the Reclamation Plan Map must satisfy the general map requirements of Rule 6.2.1(2), and illustrate the information specified under Rules 6.3.2(b), 6.3.3, 6.3.4, and 6.3.5. The maps must show the name of the Applicant, signed and dated, an appropriate scale not larger than 1 inch = 50 feet nor smaller than 1 inch = 660 feet, legend, title, and a north arrow. Multiple maps may be used to depict the required information below. It may be helpful to include an aerial photo and label the required information on the aerial photo. The Applicant may choose to use the following two optional templates for the Mining Plan Map and Reclamation Plan Map or attach separate maps. 1) Mining Plan Map Checklist: a. ❑✓ Outline and label the permit boundaries; b. ❑✓ Label the surface and subsurface owner(s) of the permit area; c. ✓ Label all surface owners within 200 feet of the permit boundary; d. ❑✓ Show all permanent man-made structures within the permit boundary and within two hundred (200) feet of the permit boundary and label the owners of the structures; e. ❑✓ Outline and label all major surface features to be used in the project (existing and proposed roads, pit boundary, and topsoil, overburden, and product stockpiles); f. n✓ Indicate the direction that the construction material extraction will proceed; and g. n Show the existing topography (contour lines of sufficient detail are required to portray the direction and rate of slope of the affected land). 2) Reclamation Plan Map Checklist: a. ✓ Show the proposed gradient of all reclaimed slopes (horizontal:vertical) sufficient to describe the post mine topography; b. n If ponds area part of the Reclamation Plan, outline the final shore configuration of the ponds and shallow areas if the future land use is for wildlife; c. n State the average thickness of replaced overburden; d. ❑✓ State the average thickness of replaced topsoil; e. ❑✓ Depict any features which will remain after mining is completed, if applicable; and f. ❑✓ Outline areas where seeding will occur or different seed mixtures will be used. 60' FAFMRS 14a93NDO1 aVPV RO/Y CURETON GILGREST LLC III GAS LINES m'i a, XCEL ENERGY POWER POLES & OVERHEAD ELECTRIC LINES A DAVID & KAYLEEN HUNT HOUSE, OUTBUILDING, FENCE, SEPTIC TANK XCEL ENERGY POWER POLES & V OVERHEAD ELECTRIC LINES//. V se ex - 2 LEGEND: FARMERS INDEPENDENT DITCH CO IRRIGATION DITCH GRAVEL ROAD C 103' OFFSET TO FENCE A 24' ACCESS ROAD (TYP CURETON GILGREST LLC VIOLA FRANK FENCE CURETON GILGREST LLC GAS LINES Mc er 60' FARI454S 114903rACINT a/ Y/ RON' CRAWL ROAD / /CH 1Np/pEN , '-rte ~' - 3:1 MINING SLOPE (TYP) CURETON GILCREST LLC GAS LINES �- CURETON GILGREST LLa 5280 5280 OE 0 EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE EXISTING FENCE EXISTING ROADS EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE A EXISTING GAS LINE EXISTING RIGHT-OF-WAY SECTION LINE PERMIT BOUNDARY MINING LIMIT STOCKPILE AREA PROPERTY OWNER MAP ID 110' OFFSET TO DITCH' R• / OVE BURDEN ST CKPILE 24' /ACCESS ROAD (TYP) DIRECTION OF EXTRLCTION XCEL ENERGY POWER POLE & SERVICE/ PEDESTALS I D CURETON G WREST LLC FGAS "•i TION FACI TY & ENCE E DAVID & KAYLEEN HUNT CONCRETE IRRIGATION DITCH ACCESS ROAD PETROLEUM DEVELOPMENT CORP TANKS & EQUIPMENT PERMIT BOUNDARY 27.02 ACRES DAVID & SUSAN PETROCCO CONCRETE IRRIGATION DITCH & PUMP HOUSE CURETON GILCREST LLC GAS LINE DAVID & KAYLEEN HUNT CONCRETE IRRIGATION DITCHES PROPERTY OWNERS WITHIN 200 FEET MAP ID NAME/ADDRESS ASSESSORS ID NO A TERRY & JANICE WIEDEMAN 13434 COUNTY ROAD 42 PLATTEVILLE, CO 80651-8715 B DAVID & KAYLEEN HUNT 14460 COUNTY ROAD 40 PLAT 1 EVILLE, CO 80651-8527 C VIOLA FRANK C/0 DIANA K MORRIS 11615 W 22ND LAKEWOOD, CO 80215 D CURETON GILCREST, LLC 518 17TH ST STE 1405 DENVER, CO 80202-4115 E DAVID & SUSAN PETROCCO 14110 BRIGHTON RD BRIGHTON, CO 80601-7318 PL 105729200036 105729100002 105732200007 105732200005 105732200006 105732000036 TOPSOIL STOCKPILE CURETON GILCREST LLC r GAS LINES" // XCEL ENERGY POWER POLES & OVERHEAD ELECTRIC LINES NOTE: DAVID & KAYLEEN HUNT (MAP ID B) ARE THE SURFACE AND SUBSURFACE OWNERS WITHIN THE PERMIT AREA. 305 Denver Avenue - Suite D N (O O co 0 c O Q J O U- rrigation Pond C Exhibit E - Mining Plan REVISIONS J-2 Contracting Company Description Y L O ■ I ■ 2 i J&T Consulting, Inc. 22008 Job # Date 11.11.22 Drawn By TPY Designed By Checked By JCY File JT-Hunt Mining.dwg TPY Scale As Shown Sheet: or: I 2 6O'FA49PS MST WIN ROW • 4 LEGEND: /4 3:1 EXTERIOR RECLAMED BERM CONSTRUCTED WITH CLAY / OVERBURDEN GRAVEL ROAD -- - �= _ -�-_ 47jr- �� ..r. -G== ter.-erG,e_ srsl WELD COUNTY ROAD 40 FPRNIEs ,N„,..•••doe / i 3:1 INTERIOR RECLAIMED MINING SLOPE CONSTRUCTED WITH 3 FT THICK CLAY / OVERBURDEN / ( / / / ( 1 I 1 1 1 I l t / // / /i / ! // I / / / / / iI / „ eV' FA�EIPS/I 4261/T��..- ' WO/ oft5W GRAVEL ROAD tcE pEN� s. // vc1 1/41' /RECLAIMED FRRIGATIO$i POND I // HIGH WATEI3"SURFACE/EL = 477? / I / =`- L_9( 5280 5280 OE 0 EXISTING CONTOURS PROPOSED CONTOURS PROPERTY UNE EXISTING FENCE EXISTING ROADS EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE G - EXISTING GAS UNE EXISTING RIGHT-OF-WAY SECTION LINE PERMIT BOUNDARY POND WATER SURFACE fram-G= ,==Gc r :=r / II • • / 1 1 OVE%BURDEN STOCKPILE TO REMAIN / / 1/0' SPILLWAY WITH \3:1 SIDE SLOPES /I NOTE: ALL DISTURBED AREAS, BERMS, STOCKPILES, AND SLOPES ABOVE RECLAIMED POND HIGH WATER LINE TO HAVE 6 INCHES OF TOPSOIL REPLACED AND BE SEEDED. PERMIT BOUNDARY 27.02 ACRES TOPSOIL STOCKPILE. UNUSED TOPSOIL TO REMAIN IN STOCKPILE. 1 C w to C, C a) a, C N 0 to 0 M N N n 8Co E coo6 md, O s - s O lL J CO C N Z 1 8 N 7 •� J W LL 0 M i ■ 2 r (/) Description I AIMIIII z 0 (75 cc . L U T m ID CV C 0 a J&T Consulting, Inc. 22008 Job # Date 11.11.22 Drawn By TPY Designed By TPY Checked By File JT-Hunt Reclamation.dwg JCY Scale As Shown Sheet: Of: 2 2 EXHIBIT F - Other Permits and Licenses Rule 6.3.6 1) Please identify which of the following permits, licenses and approvals which are held or will be sought in order to conduct the proposed mining and reclamation operations (check all that apply): ❑ County zoning and land use permits ❑ City zoning and land use permits ❑ Effluent discharge permits 1-1 Radioactive source materials licenses ❑ Air quality emissions permits Explosives permits ❑ Permit to construct a dam ❑ Well permits ❑ Highway access permits ❑ State Historic Preservation Office ❑ U.S. Forest Service permits ❑ Bureau of Land Management permits =Disposal of dredge and fill material (404) permits Weld County Access / ROW Permit / Road Maintenance Agreement Other:. a. (Optional) If available, please enclose with this application copies of the permits, licenses and approvals identified above or provide proof of filing. ROAD MAINTENANCE AGREEMENT ACCORDING TO REQUIREMENTS DURING THE CONSTRUCTION PERIOD David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-0020, TAP22-0021 THIS AGREEMENT is made this day of , 202_, by and between David & Kayleen Hunt c/o J-2 Contracting Co., a company organized under the laws of the State of Colorado, whose address is 105 Coronado Court, Unit A-101, Fort Collins, Colorado 80525, hereinafter referred to as "Property Owner," authorized to do business in the State of Colorado, and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County." WITNESSETH: WHEREAS, Property Owner is the owner of the following described property in the County of Weld, Colorado: Part of Section 29, Township 4 North, Range 66 West of the 6th P.M., Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, Property Owner has received the Weld County Department of Planning Services conditional approval of TAP22-0019, TAP22-0020, and TAP22-0021; and WHEREAS, the Property Owner facility will generate additional vehicles and heavy traffic directly associated with TAP22-0019, TAP22-0020, and TAP22-0021, for an extended period of time; and WHEREAS, the County will cease all maintenance of the roadways directly associated with TAP22-0019, TAP22-0020, and TAP22-0021during the six (month) construction timeline, and the Property Owner shall be solely responsible of maintenance of the impacted roadways; and WHEREAS, the County, and Property Owner are desirous of agreeing to terms involving regulation of haul routes, traffic control, and road wear arising from such additional traffic as described in this Agreement and depicted in the following incorporated exhibits: Exhibit A — Approved Haul Route Road Map and Exhibit B — Gravel Roads Maintenance and Reclamation Plan. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant, and agree as follows: Part I: SITE SPECIFIC PROVISIONS A. Reserved B. Approved Haul Route Road: Property Owner shall be financially responsible for the associated costs for maintaining and/or improving designated haul routes, as shown on the attached Exhibit A. 1.0 Haul Route. The following roads are designated as haul/travel routes for the Property: 1) East and west along CR 40 between Highway 60 and Highway 85. 2.0 Duration. Property Owner is projecting that the designated haul/travel routes will be utilized for six David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 1 of 7 (6) months (December 1, 2022 — May 30, 2023). If the construction timeline needs to be extended, Property Owner must notify County by May 15, 2023, in writing, of the new end date. 3.0 Haul trucks shall enter and exit the site at the approved access(es) on CR 40 and travel east -west to the nearest paved road for further dispersal. Any County roads used by traffic associated with TAP22-0019, TAP22-0020, and TAP22-0021 may become part of the established haul routes. 4.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per -axle and axle configurations unless overweight permits have been applied for and granted. 5.0 Temporary Deviations. In unusual or rare occasions, if projectsmandate deviation from the above -mentioned haul route for a limited period (six months or less), Weld County Planning Services may authorize, in writing, the deviation. In that circumstance, haul vehicles will utilize paved county roads whenever possible. A deviation from the established haul route lasting more than six (6) months or requests for one (1) or more deviations within a 12 -month period shall authorize the County to change the haul routes designated herein and provide notice to the Property Owner. 6.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards; at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved travel route. 7.0 No Deviation from Permitted Haul Routes. Except as authorized by the Board pursuant to this Agreement, no use of any roads other than those specifically authorized for use in this Agreement is permitted. without the prior written amendment of this Agreement. C. Maintenance Requirements: 1.0 Off -Site Dust Control/Abatement. The Property Owner is required to provide dust abatement along affected haul route roads, as determined by the County. The amount and extent of dust control measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel. The County reserves the right to install traffic counters on the driveway(s) of the Property Owner's facility. 2.0 Obligation to Maintain Current and Future Haul Routes. Property Owner will be financially responsible for the excavation, repair, and patching of any damage on current or future haul route roads, which in the sole opinion of County has been created by vehicle traffic to and from the Property. Should Property Owner's site activities or vehicle circulation patterns change in the future so that County approves an alternate haul route, and all or a significant portion of Property Owner's sourced traffic no longer utilizes the above -described haul route and instead utilizes other portions of County roads, Property Owner shall cooperate with County in maintenance of said roads which are included within the new haul route. The type and method of repair will be determined by the County Engineer or his representative. Repairs shall commence within 48 hours of notification by the County for any roadway damage that exposes the driving public to adverse or unsafe driving conditions. All other repairs shall commence within thirty (30) days of receipt of Weld County's written notice. 2.1 Need for Immediate Repairs. In the event of damage to an Approved Haul Route by Project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Property Owner of such Significant. Damage. Property Owner shall identify the repair required and shall consult with County on the extent, type, timing, materials, and quality of repair (i.e., temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice. If Property Owner identifies Significant Damage prior to receiving notice thereof from County, Property Owner may commence repair of David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-002D, TAP22-0021— RMCA22-0022 Page 2of7 such Significant Damage and shall concurrently notify County of the extent, type, timing, materials, and quality of repair (i.e., temporary versus permanent). 2.2 Immediate Repair. In County's sole discretion, County may undertake the repairs and/or improvements. Property Owner's payment for the road repairs/improvements will be calculated as described in this Agreement. 3.0 Pre -Construction Survey. Property Owner and County shall jointly inspect the Approved Haul Route Road pursuant to Exhibit B. 4.0 Post -Construction. Upon completion of use of the Approved Haul Route Road, Property Owner shall return the Approved Haul Route Road to pre -construction conditions pursuant to Exhibit B. County shall have the final sign off on the completion of use of the Approved Haul Route Road. 5.0 Road Maintenance Responsibilities: 5.1 Property Owner shall pay costs of dust control/abatement, paving, repairs, or maintenance of any particular Haul Route Road. If deemed appropriate, Property Owner's Proportionate Share shall be based upon the percentage of traffic on the road that is attributable to Property Owner's facility. County personnel will determine the percentage based on then current Equivalent Single Axle Load (ESAL) Counts. Property Owner shall not be responsible for traffic that is not sourced from the Property Owner's facility. Part II: GENERAL PROVISIONS A. General Requirements: 1.0 Permits. Property Owner is required to apply for and receive all permits required by the County or any other applicable local, State, or federal permit, including but not limited to: 1.1 Access Permits. Property Owner shall not use any access onto any County Road unless and until an access permit has been issued by the Department of Planning Services. Planning Services may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of current access point, as permitted by Article XIV of Chapter 8 of the Weld County Code. 1.2 Right -of -Way (ROW) Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. 1.3 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. 2.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits, actions or claims of every nature and description caused by, arising from, or on account of said design and construction of the site specific Use associated with TAP22-0019, TAP22-0020, and TAP22-0021, and pay any and all judgments rendered against the County on account of any such suit, action or claim, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 3 of 7 3.0 Liability for Damage to Road. Property Owner shall be financially responsible for any and all damage caused to any Weld County Road as a result of the design and construction of the site -specific Use associated with TAP22-0019, TAP22-0020, and TAP22-0021, without regard to the negligence, or lack thereof, of Property Owner or its agents. This provision shall survive Termination of this Agreement pursuant to section B.2.0, below, and shall be of no further force and effect ten years after mutual execution of this Agreement. B. Violations of Agreement and Remedies 1.0 Violation of Terms of Agreement. If in County's reasonable opinion, Property Owner has violated any of the terms of this Agreement, County shall so notify Property Owner and shall state with specificity the facts and circumstances which County believes constitute the violation. Property Owner shall have thirty (30) days within which to either cure the violation or demonstrate compliance. Thereafter, County may seek any remedy described in this Agreement or otherwise provided by law. 2.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 2.1 Revocation of Access Permit. This Agreement shall terminate following County's revocation of Property Owner's Access Permit, except that the Property Owner shall only be released from this Agreement after the successful completion of all improvements required under this Agreement. 2.2 Completion of Construction. This Agreement shall terminate following Property Owner's completion of construction of the facilities authorized by the underlying Access Permit, including restoration as required by Exhibit B. Property Owner shall notify the County of completion. 3.0 Revocation of Access Permit. Property Owner acknowledges that failure to comply with the material terms of this Agreement constitutes cause to revoke the Access Permit, and County may exercise this option in its sole reasonable discretion by proceeding with revocation under the then current provisions of the Weld County Code. 4.0 Court action. Upon notice of violation and failure to cure within the time permitted by this Agreement, County may seek relief in law or equity by filing an action in the Weld District Court. C. Miscellaneous Provisions. 1.0 Successors and Assigns. 1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Property Owner's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 4 of 7 3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections, or other provisions, of the Colorado Governmental Immunity Act §§24-t0-101 et seq., as applicable now or hereafter amended. 4.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 5.0 Entire Agreement/Modifications. This Agreement including the Exhibits attached hereto and incorporated herein, contains the entire agreement between the parties with respect to the subject matter contained in this Agreement. This instrument supersedes all prior negotiations, representations, and understandings or agreements with respect to the subject matter contained in this Agreement. This Agreement may be changed or supplemented only by a written instrument signed by both parties. 6.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado, or its designee. 7.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District. Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 8:0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf. 9.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature and description caused by, arising from, or on account of the design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit, action or claim, and notwithstanding Section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. 10.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 11.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized, and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Property Owner shall provide David & Kayleen Hunt c/o J-2 Contracting Co. TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 5of7 the County with proof of Property Owner's authority to enter into this Agreement within five (5) days of receiving such request. 12.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement, understands it, and agrees to be bound by its terms. Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. 13.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the event of a discrepancy between this agreement and the Weld County Code in effect at the time of the agreement, the terms of the Weld County Code shall control. David & Kayleen Hunt c/o J-2 Contracting Co. - TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 6 of 7 PROPERTY OWNER: David & Kayleen Hunt c/o J-2 Contracting Co. By; S .2 (rsfr 7C`c , , / G. Date / % / C7 Z Name: . &NA, Title: I>ci?'l' STATE OF COLORADO County of Weld The foregoing instrument was acknowledged before me this Zay of oi 202. by C=r'':cit1 WITNESS my hand and official seal. WELD COUNTY: ATTEST: BOARD OF COUNTY COMMISSIONERS Weld County Clerk to the Board BY: WELD COUNTY, COLORADO Deputy Clerk to the Board Scott K. James, Chair David & Kayleen Hunt c/o J-2 Contracting Co. — TAP22-0019, TAP22-0020, TAP22-0021— RMCA22-0022 Page 7 of 7 DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 17TH AVENUE GREELEY, CO 80631 oa,l /,<a y%ei1 AUTHORIZATION FORM I, (We), %Llh , give permission to LS ONE (Owner- please print) (Authorized Agent/Applicant-please print) to apply for any Planning, Building, Access or OWTS permits on our behalf, for the property located at (address or parcel number) below: &:EL /05?./ eOcx� 2 - Legal Description: of Section :Z 9 , Township /n% N, Range 66. W Subdivision Name: Lot Block Property Owners Information: Address: /1/Y60 6(i C/ (fO ,n/a w, /fS j t o 9065-/ Phone: ?70-- ,c-3' 0q/7 E-mail: afr, c( u„ Pee <yari, CO, Authorized Agent/Applicant Contact Information: Address: /. 0s r✓rt4w? C &7 A-leax.4-, . (42 Phone. i26 2 / % ,3 716 E -Mail: L°f� S1.47/Vet7.S-2 tii' GTfiv6- C©/ti Correspondence to be sent to Owner Authorized Agent/Applicant by: Mail Email Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. Owner Signature Date 1v/ll/,I Lou_ Owner Signature Subscribed and sworn to before me this -.267 day of Date Property Owner Name David Hunt Weld County Dept. of Planning Services 1555 N. 17th Ave. Greeley, CO 80631 Phone: (970)400-6100 Fax: (970)304-6498 (Access Point 1 Jobsite West Company Hunt Water, LLC Address 14460 Co Rd 40 City Platteville State CO Phone 97D-534-0917 Zip 80651 ACCESS PERMIT APPLICATION FORM Authorized Agent/Applicant (if different from Owner) Name Chris Leone Company J-2 Contracting Co. Address 105 Coronado Ct Unit A-101 City Fort Collins Phone 970-219-3916 State CO Zip 80525 E-mail david@huntfeedyard.com E-mail chrisleone@j2contracting.com Information The access is on CR 40 Nearest intersection: CR 40 Distance from intersection: 1550 Parcel number: 105729100002 Proposed Access Information Culvert size & type (15" CMP/RCP min.) None & CR 27 (CO -60) Materials used to construct access Road Base ft. Access construction schedule Construct on Dec 1st 2022 Approx. width of access 60ft Section/Township/Range: 29 4N 66W Total number of existing accesses to parcel: 2 Total number of proposed accesses: 2 Latitude 40.275467 Longitude -104.805333° Planning/building case number N/A Proposed Access Count Existing Access Count Residential Residential Commercial Oil and Gas _ Agricultural Commercial _ Oil and Gas Agricultural 2 Description of Work Temporary 2 We are requesting temporary accesses from parcel # 105729100002 on to CR40 to export the material required to construct an irrigation pond. Both proposed accesses will be constructed and maintained for the approximately 6 month duration of the project. Required Attached Documents Property map or sketch (template available on pg. 2) indicating all proposed and existing accesses Access Pictures (N, S, E, & W at the location where the access meets a county maintained road) Access Authorization Form (Not required if the application is signed by the property owner) Additional application materials may be required by the Department of Planning Services. Fee schedule $150 - Temporary & Residential $300 - Industrial & Commercial Submit application to accesspermits@weldgov.com By accepting this permit, the undersigned Property Owner/Authorized Agent, under penalty of perjury, verifies they have received all pages of the permit application; they have read and understand all the permit requirements and provisions set forth on all pages. By virtue of their signature the Property Owner/Authorized Agent is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding access construction. Signature Chris Leone Oigilally signed by Chris Leone Chris Leone 10/25/22 oaca:zo2z.,o.zez,:,e:oa nano printed Name Date • Signature Printed Name Date ,n case of multiple Property Owners/Authorized Agents) Accesses must be constructed within 1 year of issuance. An extension can be requested from the Weld County Department of Planning Services. Accesses must be in accordance to Chapter 8, Article XIV and Appendix 8-B of County Code Page 1 of 2 Parcel Sketch ♦= Existing Access 0= Proposed Access See attached Map CR CR Page 2 of 2 -, ,.14-7 ess Point Map An for your map. Legend Access I Propose I •• •A • ^.rte r r _. •. • 4i Li ♦4 `�117i• �A. 41.:110.4V.• r .t- "Illerqtr TV. l •'f• • Y ♦ 1 w'-40 ' S • '. .„river,Vir•1 .• _ .tom •O• • if •SS • North astal West Eoutt] Property Owner Name David Hunt Weld County Dept. of Planning Services 1555 N. 17th Ave. Greeley, CO 80631 Phone: (970)400-6100 Fax: (970)304-6498 'Access Point 2 Jobsite East I Company Hunt Water, LLC Address 14460 Co Rd 40 ACCESS PERMIT APPLICATION FORM Authorized Agent/Applicant (if different from Owner) Name Chris Leone Company J-2 Contracting Co. Address 105 Coronado Ct Unit A-101 City Platteville State CO Zip 80651 City Fort Collins Phone 970-534-0917 Phone 970-219-3916 State CO zip 80525 E-maildavid@huntfeedyard.com Email chrisleone@j2contracting.com Information The access is on CR 40 Nearest intersection: CR4° Distance from intersection: 2780 Parcel number: 105729100002 Proposed Access Information Culvert size & type (15" CMP/RCP min.) None & CR 27 (CO -60) Materials used to construct access Road Base ft. Access construction schedule Construct on Dec 1st 2022 Section/Township/Range: 29 4N 66W Total number of existing accesses to parcel: 2 Total number of proposed accesses: 2 Latitude 40.275567° Longitude' 104.801862° Planning/building case number N/A Description of Work Approx. width of access 60ft Proposed Access Count Existing Access Count Residential Residential Commercial Commercial Oil and Gas Oil and Gas Agricultural Agricultural 2 Temporary 2 We are requesting temporary accesses from parcel # 105729100002 on to CR40 to export the material required to construct an irrigation pond. Both proposed accesses will be constructed and maintained for the approximately 6 month duration of the project. Required Attached Documents Property map or sketch (template available on pg. 2) indicating all proposed and existing accesses Access Pictures (N, S, E, & W at the location where the access meets a county maintained road) Access Authorization Form (Not required if the application is signed by the property owner) Additional application materials may be required by the Department of Planning Services. Fee schedule $150 - Temporary & Residential $300 - Industrial & Commercial Submit application to accesspermitsmu weldgov.com By accepting this permit, the undersigned Property Owner/Authorized Agent, under penalty of perjury, verifies they have received all pages of the permit application; they have read and understand all the permit requirements and provisions set forth on all pages. By virtue of their signature the Property Owner/Authorized Agent is bound by and agrees to comply with all said permit requirements and provisions, all Weld County{ ordinances, and state laws regarding access construction. Oigita�iy signed 7 Ohds Leona - Chris Leone10/25/22 SignatureChrlS Leone Date:zgzz,o.zsz,ssa-oe�oo� printed Name Date Signature Printed Name Date On case of multiple Property Owners/Authorized Agents) Accesses must be constructed within 1 year of issuance. An extension can be requested from the Weld County Department of Planning Services. Accesses must be in accordance to Chapter 8, Article XIV and Appendix 8-B of County Code Page 1 of 2 Parcel Sketch ♦= Existing Access A= Proposed Access See attached Map CR CR Page 2 of 2 ess Point Map )n for your map. I . •• L. a • Jobsite %.. s1+-• Legend Access f Propose' • I 'Sat 4.11 Mat ,u -I • eah 46 ger �F� �, �„ _ k�i.: yea', at. [North East West South Property Owner Name David Hunt Weld County Dept. of Planning Services 1555 N. 17th Ave. Greeley, CO 80631 Phone: (970)400-6100 Fax: (970)304-6498 'Access Point 3 Primary Fill Site I Company Hunt Water, LLC Address 14460 Co Rd 40 City Platteville Phone 970-534-0917 State CO Zip 80651 ACCESS PERMIT APPLICATION FORM Authorized Agent/Applicant (if different from Owner) Name Chris Leone Company J-2 Contracting Co. Address 105 Coronado Ct Unit A-101 City Fort Collins Phone 970-219-3916 State CO zip 80525 E-mail david@huntfeedyard.com E-mail chrisleone@j2contracting.com Information Proposed Access Information The access is on CR 40 Culvert size & type (15" CMP/RCP min.) None Nearest intersection: CR 40 & CR HWY 85 Materials used to construct access Road Base Distance from intersection: 1440 ft. Access construction schedule Construct on Dec 1st 2022 Parcel number:105733200009 Approx. width of access 60ft Section/Township/Range: 33 4N 66W Proposed Access Count Existing Access Count Total number of existing accesses to parcel: 1 Residential Residential Total number of proposed accesses:1 Commercial Commercial Latitude 40.275207° Longitude -104.789894° Oil and Gas Oil and Gas Planning/building case number NIA Agricultural Agricultural 1 Description of Work Temporary 1 We are requesting temporary accesses from parcel # 105729100002 on to CR40 to export the material required to construct an irrigation pond. Both proposed accesses will be constructed and maintained for the approximately 6 month duration of the project. Required Attached Documents Property map or sketch (template available on pg. 2) indicating all proposed and existing accesses Access Pictures (N, S, E, & W at the location where the access meets a county maintained road) Access Authorization Form (Not required if the application is signed by the property owner) Additional application materials may be required by the Department of Planning Services. Fee schedule $150 - Temporary & Residential $300 -Industrial & Commercial Submit application to accesspermits a weldgov.com By accepting this permit, the undersigned Property Owner/Authorized Agent, under penalty of perjury, verifies they have received all pages of the permit application; they have read and understand all the permit requirements and provisions set forth on all pages. By virt.e of their signature the Property Owner/Authorized Agent is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding access construction. SignatureChris Leone Signature (Za' o /r s; zsi os00 Printed Name Date Chris Leone - 10/25/22 iln case of multiple Property Owners/Authorized Agents) Printed Name Date Accesses must be constructed within 1 year of issuance. An extension can be requested from the Weld County Department of Planning Services. Accesses must be in accordance to Chapter 8, Article XIV and Appendix 8-0 of County Code Page 1of2 Parcel Sketch ♦= Existing Access A= Proposed Access See attached Map CR CR F"----1 Page 2 of 2 a_a1ll.. ' . fjif7Ur >ttZ. ess Point Map in for your map. _.��.J. A MI Legend Access I Propose+ 4 i tie to go I +r. • Pr. 4.40L •-tMaas -a •-- lei r . ` .. -* ova rte � �:+�./7 SF -"s'i �lw Salk as 1 ••• c•-• • rah • 4 b' re It :�_ lisala tam •. • _"area.* .aga- mouvr s • _ _ k • - - 40 •_ w _• i lY •.146.1r dor t =k 1.. • .a-. *••- L2' ti � v: 1 t�f a r .s • • a •.'.. . •• •.. North East West South EXHIBIT G - Source of Legal Right to Enter Rule 6.3.7 1) Name of owner(s) to the surface of affected land: David and Kayleen Hunt 2) Name of owner(s) to the subsurface rights of affected land: David and Kayleen Hunt 3) Provide a description of the basis for legal right of entry to the site and to conduct mining and reclamation for Owners of Record described in Rule 1.6.2(1)(e)(i). This maybe a copy of access lease, deed, abstract of title, or a current tax receipt. A signed statement by the Landowner(s) and acknowledged by a Notary Public stating that the Operator/Applicant has legal right to enter and is also acceptable. Legal Right to Enter and Conduct Mining and Reclamation Activities By the Owners of Affected Land and Substance to be Mined: David and Kayleen Hunt 14460 County Road 40 Platteville, CO 80651-8715 Department of Natural Resources Division of Reclamation, Mining and Safety 1313 Sherman Street Room 215 Denver, CO 80203 Re: Hunt Irrigation Pond -Construction Materials Special Operation 111(1)(b) Reclamation Permit Application To whom it may concern: Please accept this letter as evidence that the applicant/miner, J-2 Contracting Company, has permission to enter and conduct mining and reclamation activities on the affected lands. By signing this letter, we warrant that we have the legal and sole ownership of the affected lands and substance to be mined, and authority to offer this permission. Thank you David an ayleen Hunt State of dy ) )ss County of k.,43 &66—q'aiA- The foregoing instrument was acknowledged before me this /5 day of and Notary Public My Commission Expire EXHIBIT H - Municipalities Within a Two Mile Radius Rule 6.3.8 1) Please list all municipalities (mailing address and telephone of the governing body) located within a two mile radius of the mine: Municipality: Town of Gilcrest Address: Telephone: Municipality: Address: Telephone: 304 8th Street, Gilcrest, CO 80623 (970) 737-2426 EXHIBIT I - Proof of Filing with County Clerk Rule 6.3.9 1) Please provide an affidavit or receipt indicating the date on which the mine application was placed with the local County Clerk and Recorder for public review, pursuant to Subparagraph 1.6.2(1)(c). Note: There is a template below for proof of fling with the local County Clerk and Recorder. The Division will accept the completed template OR proof of delivery in the form of a signed certified mail return receipt. Proof of Filing with County Clerk I, the County Clerk for Weld County; have received the application package for a 111(1)(b) Reclamation Permit under provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials and have made the materials available for public review. The proposed mine is known as the (Name of the Mine) Hunt Irrigation Pond , and is located at or near Section 29 Township 4N , Range 66W , 6th Principal Meridian. Signature Date EXHIBIT J - Proof of Mailing of Notices to Board of County Commissioners and Soil Conservation District Rule 6.3.10 1) Please provide proof that notices of the permit application were sent to the Board of County Commissioners and, if the mining operation is within the boundaries of a Soil Conservation District, to the Board of Supervisors of the Soil Conservation District, pursuant to Subparagraph 1.6.2(1 Xa)(ii). Note: There are two templates below for the proof of notice for the County Commissioners and Soil Conservation District. The Division will accept copies of the completed templates OR proof of delivery in the form of a signed certified mail return receipts. NOTICE OF FILING APPLICATION FOR COLORADO MINED LAND RECLAMATION PERMIT FOR CONSTRUCTION MATERIALS SPECIAL OPERATION 111(1)(b) NOTICE TO THE BOARD OF COUNTY COMMISSIONERS Weld COUNTY J-2 Contracting Company (the "Applicant/Operator") has applied for a Construction Materials Special Operation 111(1)(b) Reclamation Permit from the Colorado Mined Land Reclamation Board (the "Board") to conduct mining operations 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 Division of Reclamation, Mining, and Safety (the "Division") and the local county clerk and recorder. The applicant/operator proposes to reclaim the affected land to General Agriculture use. Pursuant to Section 34-32.5-116(4)(m), C.R.S., the Board may confer with the local Board of County Commissioners before approving of 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 on the application within five (5) working days after the application was filed with the Division. If you would like to discuss the proposed post -mining land use, or any other issue regarding this application, please contact the Division of Reclamation, Mining, and Safety, 1313 Sherman St., Room 215, Denver, Colorado 80203, (303)866-3567. NOTE TO APPLICANT/OPERATOR: You must attach a copy of the application form (pages 1-5) to this notice. If this is a notice of a change to a previously filed application you must either attach a copy of the changes, or attach a complete and accurate description of the change. Received by: Signature Date NOTICE OF FILING APPLICATION FOR COLORADO MINED LAND RECLAMATION PERMIT FOR CONSTRUCTION MATERIALS SPECIAL OPERATION 111(1)(b) NOTICE TO THE BOARD OF SUPERVISORS OF THE LOCAL CONSERVATION DISTRICT NOT IN A DISTRICT DISTRICT J-2 Contracting Company (the "Applicant/Operator") has applied for a Construction Materials Special Operation 111(1)(b) Reclamation Permit from the Colorado Mined Land Reclamation Board (the "Board") to conduct mining operations 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 Division of Reclamation, Mining, and Safety (the "Division") and the local county clerk and recorder. The applicant/operator proposes to reclaim the affected land to General Agriculture use. Pursuant to Section 34-32.5-116(4)(m), C.R.S., the Board may confer with the local Conservation Districts before approving of 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 on the application within five (5) working days after the application was filed with the Division. If you would like to discuss the proposed post -mining land use, or any other issue regarding this application, please contact the Division of Reclamation, Mining, and Safety, 1313 Sherman St., Room 215, Denver, Colorado 80203, (303) 866-3567. NOTE TO APPLICANT/OPERATOR: You must attach a copy of the application form (pages 1-5) to this notice. If this is a notice of a change to a previously filed application you must either attach a copy of the changes, or attach a complete and accurate description of the change. Received by: Signature Date EXHIBIT K — Terms of Government Contract Rule 6.3.11 This exhibit is not applicable to the 111(1)(b) permit. If your project involves a government contract, please refer to the 111(1)(a) reclamation permit. EXHIBIT L - Permanent Man -Made Structures Rule 6.3.12 1) Where the mining operation will adversely affect the stability of any significant, valuable and permanent man-made structures located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the applicant and the person(s) having an interest in the structure, that the applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. The enclosed example Structure Agreement which meets the requirements of the Statute is shown below EXHIBIT L Permanent Man -Made Structures within 200 Ft of the Affected Land 1. Irrigation Ditches, Irrigation Ditch Right -of -Way 2. Gas Lines, Tanks, and Equipment 3. Fences, Structures, Buildings, Septic Tank 4. Power Poles and Power Lines 5. Improved Roads, Roadway Right -of -Way J-2 Contracting Company believes that the mining operation, as proposed, will not adversely affect any of the permanent, man-made structures located within 200 ft of the affected area. However, the applicant still anticipates providing evidence of agreements for compensation with the appropriate structure owners or an engineering evaluation (see attached slope stability report) that adequately demonstrates that the proposed mining and reclamation operations will not result in damage to the structures. The list of structure owners and structures are as follows (please refer to the Exhibit E Mining Plan map for the specific locations): Farmers Independent Ditch Company Irrigation ditch, ditch right-of-way Cureton Gilcrest, LLC Oil/Gas lines, fences, industrial buildings and equipment Petroleum Development Corp Oil/gas tanks and equipment David and Kayleen Hunt Home site and outbuilding, septic tank, fences, concrete irrigation ditches. Xcel Energy Power poles and power lines Viola Frank Fence David and Susan Petrocco Pump house, concrete irrigation ditch Weld County Weld County Road 40, road right-of-way J&T Consulting, Inc. J-2 Contracting Company Hunt Irrigation Pond DRMS 111(1)(b) Permit Application Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board') has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division The following structures are located on or within 200 feet of the proposed affected area: ,. Oil/Gas Pipelines 2. Oil/Gas Tanks and Equipment 3. Industrial Buildings and Equipment 4. Fences 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Cureton GuicreSt, LLC (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond File Number M - (operation name), This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this fornc NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date / !— /O-ZZ STATE OF 0.kftli ss. COUNTY OF . , y r1 ) Representative Name Chris Leon Title President The foregoing was acknowledged before me this /, day o Chris Leone as President My Commission Expires: NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF COUNTY OF ) ss. Name Title The foregoing was acknowledged before me this day of as of , 20_, by My Commission Expires: Notary Public Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19& Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 64.20(a), and C.R.S. ,¢ 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division The following structures are located on or within 200 feet of the proposed affected area: Irrigation Ditch 2. Irrigation Ditch Right -of -Way 3. 4. 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company pp (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Farmers Independent Ditch Company (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond File Number M- - (operation name), This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date f/ JO' z STATE OF(y/o O ss. COUNTY O Representative Name Chris Leone The foregoing was acknowledged before me this /0 day o Chris Leone ag President 0 NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Name Date Title STATE OF ss COUNTY OF ) The foregoing was acknowledged before me this day of as of ,20 ,by Notary Public My Commission Expires: Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: 1. Home Site and Outbuilding 2. Septic Tank 3. Fences 4. Concrete Irrigation Ditches 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that David and Kayleen Hunt (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date /j-/O—Z� Representative Name Chris Leone Title President STATE OF trifle) ) ss. COUNTY O /! ) The foregoing was acknowledged before me this /CI day o if/d' , 20. ,-by J-2 Contracting Company Chris Leone as President My Commission Expires -C/2 /67 a VAS NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date Name Title STATE OF ss. COUNTY OF ) The foregoing was acknowledged before me this day of , 20, by as of My Commission Expires: Notary Public Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: 1. Oil/Gas Tanks and Equipment 2. 3. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Petroleum Development Corp (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M- - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Representative Name Chris Leone f Title President Date STATE 0 c) ) ss. COUNTY Oj'jf//-.) The foregoing was acknowledged before me this // da Chris Leone as President 20,2S -by Company NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF COUNTY OF ) ss. Name Title The foregoing was acknowledged before me this day of , 20, by as of Notary Public My Commission Expires: Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19& Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: Pump House 2. Concrete Irrigation Ditch 3. 4. 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that David and Susan Petrocco (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M- - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date / / l0' Z Z Representative Name Chris Leone 4,v Title President STATE OF(�,�g ) ss. COUNTY ) The foregoing was acknowledged before me this/i) day Chris Leone as President , Z0L y f J-2 Contracting Company My Commission Expires: NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF COUNTY OF _ ) ss. Name Title The foregoing was acknowledged before me this day of , 20, by as of Notary Public My Commission Expires: Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board') has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division The following structures are located on or within 200 feet of the proposed affected area: Fence 2. 3. 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Viola Frank (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M- - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date //-/U- ZZ STATE OF/ . ) )ss. COUNTY OF4 oix/ ) Representative Name Chris Leone Title President The foregoing was acknowledged before me this l day Chris Leone as President J-2 Contracting Company My Commission Expires: 21 ca e NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date Name Title STATE OF ) ss. COUNTY OF The foregoing was acknowledged before me this day of , 20 , by as of My Commission Expires: Notary Public Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: 1. Gravel Roadway (WCR 40) 2. Road Right -of -Way (WCR 40) 3. 4. 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Weld County (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date // - / O 2? STATE OF COUNTY OF Q-Awiti) ) ;r ) ss. Representative Name Chris Leone_ Title President The foregoing was acknowledged before me this /c day of Chris Leone as President 20,.by J-2 Contracting Company My Commission Expires/' celJar— NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF COUNTY OF ss. Name Title The foregoing was acknowledged before me this day of , 20_, by as of Notary Public My Commission Expires: Structure Agreement This letter has been provided to you as the owner of a structure on or within two hundred (200) feet of a proposed mine site. The State of Colorado, Division of Reclamation, Mining and Safety ("Division") requires that where a mining operation will adversely affect the stability of any significant, valuable and permanent man-made structure located within two hundred (200) feet of the affected land, the Applicant shall either: a) Provide a notarized agreement between the Applicant and the Person(s) having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure; or b) Where such an agreement cannot be reached, the Applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation; or c) Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s) of the utility that the mining and reclamation activities, as proposed, will have "no negative effect" on their utility. ( Construction Materials Rule 6.3.12 and Rule 6.4.19 & Hard Rock/Metal Mining Rule 6.3.12 and Rule 6.4.20) The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if properly executed, represents an agreement that complies with Construction Materials Rule 6.3.12(a), Rule 6.4.19(a), and C.R.S. § 34-32.5-115(4)(e) and with Hard Rock/Metal Mining Rule 6.3.12(a), Rule 6.4.20(a), and C.R.S. § 34-32-115(4)(d). This form is for the sole purpose of ensuring compliance with the Rules and Regulations and shall not make the Board or Division a necessary party to any private civil lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the Division. The following structures are located on or within 200 feet of the proposed affected area: 1. Power Poles 2. Power Lines 3. 4. 5. (Please list additional structures on a separate page) CERTIFICATION The Applicant, J-2 Contracting Company (print applicant/company name), by Chris Leone (print representative's name), as President (print representative's title), does hereby certify that Xcel Energy (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Hunt Irrigation Pond (operation name), File Number M- - This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED BY: Applicant J-2 Contracting Company Date //'/i7- ZZ_ STATE OF Gtr ) ss. COUNTY OF46,,,z11.- r ) The foregoing was acknowledged before me this 1` day o Chris Leone as President Representative Name Chris Leone Title President y MA?* J-2 Contracting Company My Commission Expire, NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF ) ss. COUNTY OF Name Title The foregoing was acknowledged before me this day of , 20, by as of Notary Public My Commission Expires: SLOPE STABILITY REPORT FOR THE HUNT IRRIGATION POND WELD COUNTY, COLORADO NOVEMBER, 2022 PREPARED FOR: J-2 Contracting Co. 105 Coronado Ct. Unit A-101 Fort Collins, CO 80525 Phone: 970-392-0694 Fax: 970-392-0695 PREPARED BY: J&T Consulting, Inc. 305 DENVER AVENUE - SUITE D FORT LUPTON, CO 80621 PHONE: 303-857-6222 CERTIFICATION: I hereby certify this slope stability analysis for J-2 Contracting Company, the Hunt Irrigation Pond, located in Weld County, Colorado was prepared by me or under my direct supervision. James C. York Registered Professional Engineer State of Colorado No. 36846 J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page i Table of Contents I. Introduction II. Overview III. Geotechnical Data IV. Design Analysis and Criteria V. Methodology VI. Slope Stability Results VII. Conclusions and Recommendations Appendices Appendix A Slope Stability Case Location Map Appendix B Slope Stability Case Cross -Sections Appendix C Slope Stability Case Galena Output Appendix D Test Pit Location Map and Logs Appendix E USGS Map, Oct. 2002 revision — "Peak Acceleration (%g) with a 2% Probability of Exceedance in 50 yrs" J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page ii INTRODUCTION J-2 Contracting Company proposes to excavate an irrigation pond on a property located in the Southeast 1/4 of the Southwest quarter of Section 29, Township 4 North, Range 66 West of the Sixth P.M. in Weld County, Colorado. The property is bounded by Weld County Road 40 on the south, the Farmers Independent Ditch and private property to the west and north, and private property to the north and east. The proposed pond excavation will extract gravel reserves from locations adjacent to man-made structures. The rules and regulations of the Division of Reclamation, Mining, and Safety (DRMS) require that any excavation within a 200 -foot setback of a man-made structure shows thorough engineering analysis that the proposed excavation will not cause damage to the structure. The accepted method of demonstrating this is through a slope stability analysis. This report contains an overview of the methodology used in the analysis of the excavated slopes and their estimated affects on all man-made structures. Recommendations regarding acceptable setbacks from man-made structures have also been included. OVERVIEW The DRMS mining plan proposes that the irrigation pond will be excavated at 3H:1V slopes. Reclamation of the pond will be done by placing 3 feet of compacted impervious clay/overburden material on the bottom and excavated slopes to construct an impervious liner for the pond. An above grade berm is also proposed to be constructed around the perimeter of the pond with impervious clay/overburden material. The pond will cover an estimated 14.11 surface acres when full. All excavation is expected to be done without exposing any groundwater. GEOTECHNICAL DATA J-2 Contracting excavated 3 test pits on the site to identify the underlying soil types present in the pond excavation area. J&T Consulting, Inc. (JT) estimated soil strength parameters based on the soil types found, and other stability analyses that have been _ on gravel mining operations along the Front Range. Table 1 represents a summary of the soil strength parameters that were used in this stability analysis. Table 1: Soil Properties Description Max dry density (pct) Saturated Density (pcf) Cohesion (psf) Internal Friction Angle Overburden 110 131 150 22 Sand and Gravel 110 125 0 35 Clay 107 130 50 24 J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page 1 DESIGN ANALYSIS AND CRITERIA The proposed excavation slopes were analyzed using Clover Technologies Galena Slope Stability Analysis System, version 7.2. Galena was designed to analyze the slope stability of earth embankments subjected to several critical situations that may occur during the life of the embankment. For this project, three cases were identified as critical during the excavation of the pond slopes. Static and pseudo -static conditions were analyzed for each case. Pseudo -static peak acceleration factors (peak horizontal acceleration, or PHA) were taken from USGS information for the western United States. The 2% probability of exceedance in 50 years (the most conservative) was used. A peak acceleration factor of 0.10 x gravity was taken from this data. A conservative earthquake loading coefficient of 0.50 x PHA is often used for slope stability analyses (50% of PHA). We used an even more conservative approach and used 70% of the PHA for this area for our earthquake loading coefficient. Hence, 0.70 x 0.10 = 0.07. All pond excavation side slopes will be 3H:1 V. Case 1: Irrigation Ditch Right -of -Way and Irrigation Ditch. The excavation slopes are adjacent to an irrigation ditch right-of-way, and irrigation ditch on the west and north sides of the pond excavation. The proposed setback for excavation is 110 feet from the east and south boundaries of the right-of-way. The excavation depth is planned to be 17 feet in this area. Case 2: Gas line, Edge of Road, and Road Right -of -Way. The excavation slopes are adjacent to a gas line, the edge of Weld County Road 40 (gravel road), and Weld County Road 40 right-of-way on the south side of the pond excavation. The proposed setback for excavation is 66 feet from the gas line / edge of Weld County Road 40. The excavation depth is planned to be 23 feet in this area. Case 3: Power Pole/Pedestals, Irrigation Ditch, Oil/Gas Tanks/Equipment. The excavation slopes are adjacent to a power pole, electric pedestals, concrete irrigation ditch, and oil/gas tanks/equipment on the east side of the pond excavation. The proposed setback for excavation is 55 feet from the power pole/pedestals. The excavation depth is planned to be 23 feet in this area. The cross -sections located in Appendix B show the estimated phreatic surface associated with each case as well as the geometry used in the excavation of the pond slopes. Note that groundwater was found to be below all planned excavation depths. J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page 2 METHODOLOGY The excavation slope configuration shown in the computer analysis represents the estimated conditions for this site. If excavation slope conditions differ from the estimated conditions, the slope stability will need to be re-evaluated on a case -by -case basis. The Bishop Method was used in the computer analysis for determining safety factors. The procedure searches for circular shear failures and automatically searches for the lowest safety factor. 20,000 separate failure surfaces were analyzed for each case. The required minimum safety factors are based on the policy of the Mined Land Reclamation Board (MLRD) for Factors of Safety for Slope Stability/ Geotechnical Analyses. SLOPE STABILITY RESULTS The MLRB requires minimum safety factors of 1.50 for static condition analyses and 1.30 for pseudo -static (earthquake loading) condition analyses for embankments adjacent to critical structures when estimated soil strength parameters are used. The calculated factors of safety are within the design criteria specified for this project and can be considered indicators of the excavation slope performance under the various conditions. The results of the static condition and pseudo -static condition slope stability analyses are shown in Table 2 and Table 3 below. Table 2: Static Condition Slope Stability Analysis Results Description Calculated Factor Of Safety Required Minimum Factor Of Safety Case 1 — Irrigation Ditch ROW & Irrigation Ditch 7.58 1.50 Case 2 - Gas Line, Edge of Road, Road ROW 3.08 1.50 Case 3 — Power Pole/Pedestals, Irrigation Ditch, Oil/Gas Tanks/Equipment 2.79 1.50 Table 3: Pseudo -Static Condition Slope Stability Analysis Results Description Calculated Factor Of Safety Required Minimum Factor Of Safety Case 1 — Irrigation Ditch ROW & Irrigation Ditch EQ 4.26 1.30 Case 2 - Gas Line, Edge of Road, Road ROW EQ 2.17 1.30 Case 3 — Power Pole/Pedestals, Irrigation Ditch, Oil/Gas Tanks/Equipment EQ 2.05 1.30 J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page 3 CONCLUSIONS AND RECOMMENDATIONS Case 1: At a setback of 110 feet, the resulting safety factor of 7.58 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 4.26 exceeds the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. The proposed setback of 110 feet from the irrigation ditch ROW and irrigation ditch is satisfactory. Case 2: At a setback of 66 feet, the resulting safety factor of 3.08 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 2.17 exceeds the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. The proposed setback of 66 feet from the gas line, edge of road, and road ROW is satisfactory. Case 3: At a setback of 55 feet, the resulting safety factor of 2.79 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 2.05 is above the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. The proposed setback of 55 feet from the power pole/pedestals, irrigation ditch, and oil/gas tanks/equipment is satisfactory. The following recommendations for monitoring of slope stability should be followed: 1. A visual inspection of the excavated slopes should be done on a weekly basis for the duration of mining. This inspection should consist of walking the existing ground and looking for any signs of stress cracks or other potential signs of slope failure. Some minor sloughing of slopes is expected on any mine site. The intent of this inspection is to locate potential major slope failures that could potentially extend back into a structure. 2. A visual inspection should be done after a major precipitation event that has saturated the ground using the same procedures. A major precipitation event would be defined as a storm that produces an intensity level reached once in 50 years on the average. 3. If a visual inspection detects signs of a potential slope failure, qualified personnel should be contacted to evaluate and recommend remediation work to stabilize the area. If no visible signs of slope failure are detected during mining, then the inspection period could be reduced to once per 6 months after mining completion, or after every major precipitation event. J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Page 4 APPENDIX A J&T Consulting, Inc. J-2 Contracting Company —Hunt Irrigation Pond Slope Stability Analysis r ao N N O N O r r Mine\Drawings\Plan Sheets\JT-Hunt-SSmap.dwg, SS Case Map, P:\22008 Hui LEGEND: SECTION LINE PROPERTY LINE PERMIT BOUNDARY MINING LIMIT STOCKPILE AREA `}T J&T Consulting, Inc. 305 Denver Avenue - Suite D Fort Lupton, CO 80621 303-857-6222 300 150 0 300 SCALE IN FEET J-2 Contracting Company Hunt Irrigation Pond Slope Stability Case Location Map Date: 11.9.22 Job No: 22008 Drawn: TPY Scale: 1" = 300' Sheet: 1 Of: 1 APPENDIX B J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Material Keys 1: Overburden (c:150 0:22 g.131) 2: Sand and Gravel (c:0 e:35 g 125) 4840 4820 4800 4780 4760 4740 4720 4700 4680 4660 1 0 50 GALENA Version 7.2 110 ft Offset to Ditch ROW I I 100 150 200 250 Licensed to: J & T Consulting Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 7.58 Project Hunt Irrigation Pond Case 1 - Mining Slope File: C:\Galena Models\Hunt Case 1 Mlning.gmf Edited: 7 Nov 2022 Processed: 7 Nov 2022 I.1& 1 Consulting, Inc. Material Keys 1: Overburden (c 150 0:22 g:131) 2: Sand and Gravel (c:0 e:35 g:125) 4840 4820 4800 4780 4760 4740 4720 4700 4680 4660 0.070 110 ft Offset to Ditch ROW Dit 1 I in IMO 0 50 GALENA Version 7.2 100 150 200 250 Licensed to: J & T Consulting Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 4.26 Project Hunt Irrigation Pond Case 1 - Mining Slope EQ File: C:\Galena Models\Hunt Case 1 Mining EQ.gmf Edited: 7 Nov 2022 Processed 7 Nov 2022 1 ill Consulting. Inc. 4820 4800 4780 4760 4740 4720 4700 0 20 40 60 80 100 120 140 160 180 200 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 1: Overburden (c:150 e:22 g:131) 2: Sand and Gravel (c:0 0:35 g:125) 3: Clay (c:50 0:24 g:130) Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 3.08 Project Hunt Irrigation Pond Case 2 - Mining Slope File: C:\Galena Models\Hunt Case 2 Mlning.gmf Edited: 7 Nov 2022 Processed- 7 Nov 2022 iit r Consulting, Inc. Material Keys 1: Overburden (c:150 e:22 g:131) 2: Sand and Gravel (c:0 0:35 g:125) 3: Clay (c:50 (5:24 g:130) 4820 4800 4780 4760 4740 4720 4700 0.070 J O) ISMS a SD - - - - - - - - ISMS 0 GALENA 66 ft Offset to Gas Line / Edge of Road c 03 O o O cr 0 €aO) n) - a_w th O -- - 1 I l I I I 1 1 I I 20 40 60 80 100 120 140 160 180 200 Version 7.2 Licensed to: J & T Consulting Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.17 Project Hunt Irrigation Pond Case 2 - Mining Slope EQ File: C:\Galena Models\Hunt Case 2 Mining EQ.gmf Edited: 7 Nov 2022 Processed: 7 Nov 2022 la Consulting, Inc. Material Keys 4840 4820 4800 4780 4760 4740 4720 4700 0 20 40 60 80 100 120 140 160 180 200 220 GALENA Version 7.2 Licensed to: J & T Consulting 1: Overburden (c:150 0:22 g:131) 2: Sand and Gravel (c:0 0:35 g:125) 3: Clay (c:50 0:24 g:130) Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.79 Project Hunt Irrigation Pond Case 3 - Mining Slope File: C:\Galena Models\Hunt Case 3 Mlning.gmf Edited: 7 Nov 2022 Processed 7 Nov 2022 ill Consulting, Inc. Material Keys 4840 4820 4800 4780 4760 4740 4720 4700 0.070 55 ft Offset to Power Pole/Pedestals • n D C O ? 0 - o — CL O 3. CL Oil/Gas Tanks/Equip 1 I I I I I I I I l 0 GALENA 20 40 60 80 100 120 140 160 180 200 220 Version 7.2 Licensed to: J & T Consulting 1: Overburden (c:150 e:22 g:131) 2: Sand and Gravel (c:0 e:35 g:125) 3: Clay (c:50 0:24 g:130) Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.05 Project Hunt Irrigation Pond Case 3 - Mining Slope EQ File: C:\Galena Models\Hunt Case 3 Mining EQ.gmf Edited: 7 Nov 2022 Processed: 7 Nov 2022 Jai* Consulting, Inc. APPENDIX C J-2 J&T Consulting, Inc. Contracting Company— Hunt Irrigation Pond Slope Stability Analysis GALENA 7.2 Analysis Results Hunt Case 1 MIning.gar Version: 7.2.3.03 Licensee: J & T Consulting Project: Hunt Irrigation Pond File:C:\Galena Models\Hunt Case 1 MIning.gmf Processed: 07 Nov 2022 15:29:04 DATA: Analysis 1 - Case 1 - Mining Slope Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) - Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) - Clay Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (2 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden 0.00 4769.40 260.00 4769.40 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4762.00 260.00 4762.00 Slope Surface (10 points) 0.00 4751.00 226.90 4769.40 Phreatic Surface (2 points) 50.00 4751.00 99.60 4767.50 177.80 4766.60 209.60 4768.80 236.90 4764.40 243.90 4764.40 256.90 4769.40 260.00 4769.40 0.00 4748.00 260.00 4748.00 Failure Surface Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 50.00 YL: 4751.00 XR: 215.00 YR: Centre: XC: 106.94 YC: 4994.43 Radius: R: Variable Restraints Parameter descriptor: Range of variation: Trial positions within range: XL XR 10.00 10.00 150.00 20 20 50 RESULTS: Analysis 1 - Case 1 - Mining Slope Bishop Simplified Method of Analysis - Circular Failure Surface Critical Failure Surface Search using Multiple Circle Generation Techniques Page 1 4768.99 250.00 Hunt Case 1 MIning.gar Initial failure surface approximation - Factor of Safety: 8.216 Analysis Summary There were: 20001 successful analyses from a total of 20001 trial failure surfaces Critical (minimum) Factor of Safety: 7.58 Results Summary - Lowest 99 Factor of Safety circles Circle X -Left Y -Left X -Right. Y -Right X -Centre Y -Centre Radius Fc5 45.00 4751.00 210.00 4768.81 110.96 4913.09 175.00 7.580 45.00 4751.00 210.00 4768.81 110.59 4916.54 178.06 7.581 45.00 4751.00 210.00 4768.81 110.22 4919.97 181.12 7.581 45.00 4751.00 210.00 4768.81 109.85 4923.39 184.18 7.582 45.00 4751.00 210.00 4768.81 109.48 4926.79 187.24 7.584 45.00 4751.00 210.00 4768.81 109.12 4930.18 190.31 7.587 45.00 4751.00 210.00 4768.81 108.75 4933.56 193.37 7.589 45.00 4751.00 210.00 4768.81 108.39 4936.92 196.43 7.592 45.00 4751.00 210.00 4768.81 108.03 4940.27 199.49 7.596 10 45.00 4751.00 210.53 4768.83 110.90 4916.42 178.06 7.599 11 45.00 4751.00 210.53 4768:83 110.53 4919.85 181.12 7.599 12 45.00 4751.00 210.00 4768.81 107.67 4943.61 202.55 7.599 13 45.00 4751.00 210.53 4768.83 110.17 4923.27 184.18 7.600 14 45.00 4751.00 210.53 4768.83 111.28 4912.96 175.00 7.600 15 45.00 4751.00 210.53 4768.83 109.80 4926.68 187.24 7.602 16 45.00 4751.00 210.00 4768.81 107.31 4946.94 205.61 7.604 17 45.00 4751.00 210.53 4768.83 109.43 4930.07 190.31 7.604 18 45.00 4751.00 210.53 4768.83 109.07 4933.44 193.37 7.607 19 45.00 4751.00 210.00 4768.81 106.95 4950.27 208.67 7.608 20 45.00 4751.00 210.53 4768.83 108.71 4936.81 196.43 7.610 21 45.00 4751.00 210.00 4768.81 106.59 4953.58 211.73 7.612 22 45.00 4751.00 210.53 4768.83 108.35 4940.17 199.49 7.614 23 45.00 4751.00 210.00 4768.81 106.23 4956.88 214.80 7.616 24 45.00 4751.00 210.53 4768.83 107.98 4943.51 202.55 7.617 25 45.00 4751.00 211.05 4768.85 111.59 4912.84 175.00 7.618 26 45.00 4751.00 211.05 4768.85 110.85 4919.73 181.12 7.619 27 45.00 4751.00 211.05 4768.85 111.22 4916.29 178.06 7.619 28 45.00 4751.00 211.05 4768.85 110.48 4923.15 184.18 7.619 29 45.00 4751.00 211.05 4768.85 110.11 4926.56 187.24 7.621 30 45.00 4751.00 210.00 4768.81 105.88 4960.18 217.86 7.621 31 45.00 4751.00 210.53 4768.83 107.63 4946.84 205.61 7.621 32 45.00 4751.00 211.05 4768.85 109.75 4929.95 190.31 7.623 33 45.00 4751.00 210.00 4768.81 105.52 4963.47 220.92 7.625 34 45.00 4751.00 210.53 4768.83 107.27 4950.17 208.67 7.625 35 45.00 4751.00 211.05 4768.85 109.39 4933.33 193.37 7.625 36 45.00 4751.00 211.05 4768.85 109.02 4936.70 196.43 7.627 37 45.53 4751.00 210.00 4768.81 110.41 4920.10 181.12 7.627 38 45.53 4751.00 210.00 4768.81 110.78 4916.67 178.06 7.628 39 45.53 4751.00 210.00 4768.81 110.04 4923.51 184.18 7.628 40 45.53 4751.00 210.00 4768.81 111.16 4913.23 175.00 7.629 41 45.00 4751.00 210.53 4768.83 106.91 4953.48 211.73 7.630 42 45.00 4751.00 210.00 4768.81 105.17 4966.75 223.98 7.630 43 45.53 4751.00 210.00 4768.81 109.68 4926.91 187.24 7.630 44 45.00 4751.00 211.05 4768.85 108.66 4940.06 199,49 7.631 45 45.53 4751.00 210.00 4768.81 109.31 4930.30 190.31 7.632 46 45.00 4751.00 210.53 4768.83 106.55 4956.79 214.80 7.634 47 45.00 4751.00 210.00 4768.81 104.82 4970.02 227.04 7.634 48 45.53 4751.00 210.00 4768.81 108.94 4933.67 193.37 7.634 Page 2 Critical Surface Hunt Case 1 Mlning.gar 49 45.00 4751.00 211.05 4768.85 108.30 4943.40 202.55 7.635 50 45.53 4751.00 210.00 4768.81 108.58 4937.03 196.43 7.637 51 45.00 4751.00 211.58 4768.87 111.90 4912.71 .175.00 7.637 52 45.00 4751.00 211:58 4768.87 111.16 4919.61 181.12 7.637 53 45.00 4751.00 211.58 4768.87 111.53 4916.17 178.06 7.638 54 45.00 4751.00 211.58 4768.87 110.79 4923.03 184.18 7.638 55 45.00 4751.00 211.05 4768.85 107.94 4946.74 205.61 7.638 56 45.00 4751.00 210.53 4768.83 106.20 4960.08 217.86 7.638 57 45.00 4751.00 210.00 4768.81 104.46 4973.29 230.10 7.638 58 45.00 4751.00 211.58 4768.87 110.43 4926.44 187.24 7.639 59 45.53 4751.00 210.00 4768.81 108.22 4940.38 199.49 7.640 60 45.00 4751.00 211.58 4768.87 11.0.06 4929.84 190.31 7.641 61 45.53 4751.00 210.00 4768.81 107.85 4943.72 202.55 7.642 62 45.00 4751.00 211.05 4768.85 107.59 4950.07 208.67 7.642 63 45.00 4751.00 210.53 4768.83 105.84 4963.37 220.92 7.643 64 45.00 4751.00 210.00 4768.81 104.11 4976.55 233.16 7.643 65 45.00 4751.00 211.58 4768.87 109.70 4933.22 193.37 7.643 66 45.53 4751.00 210.53 4768.83 110.73 4919.98 181.12 7.645 67 45.53 4751.00 210.53 4768.83 110.36 4923.40 184.18 7.646 68 45.00 4751.00 211.58 4768.87 109.34 4936.59 196.43 7.646 69 45.53 4751.00 210:00 4768.81 107.49 4947.05 205.61 7.646 70 45.00 4751.00 211.05 4768.85 107.23 4953.38 211.73 7.647 71 45.53 4751.00 210.53 4768.83 111.10 4916.55 178.06 7.647 72 45.00 4751.00 210.53 4768.83 105.49 4966.66 223.98 7.647 73 45.53 4751.00 210.53 4768.83 111.47 4913.10 175.00 7.647 74 45.00 4751.00 210,00 4768.81 103.76 4979.80 236.22 7.647 75 45.53 4751.00 210.53 4768.83 109.99 4926.80 187.24 7.647 76 45.53 4751.00 210.53 4768.83 109.62 4930.19 190.31 7.649 77 45.00 4751.00 211:58 4768.87 108.98 4939.95 199.49 7.649 78 45.53 4751.00 210.00 4768.81 107.13 4950.37 208.67 7.650 79 45.00 4751.00 211.05 4768.85 106.87 4956.69 214.80 7.651 80 45.53 4751.00 210.53 4768.83 109.26 4933.56 193.37 7.651 81 45.00 4751.00 210.00 4768.81 103.41 4983.05 239.29 7.652 82 45.00 4751.00 210.53 4768.83 105.14 4969.93 227.04 7.652 83 45.00 4751.00 211.58 4768.87 108.62 4943.30 202.55 7.653 84 45.53 4751.00 210.00 4768.81 106.78 4953.68 211.73 7.654 85 45.53 4751.00 210.53 4768.83 108.90 4936.93 196.43 7.654 86 45.00 4751.00 212.11 4768.89 111.84 4916.04 178.06 7.655 87 45.00 4751.00 211.05 4768.85 106.52 4959.99 217.86 7.656 88 45.00 4751.00 212.11 4768.89 112.21 4912.58 175.00 7.656 89 45.00 4751.00 210.00 4768.81 103.06 4986.29 242.35 7.656 90 45.00 4751.00 212.11 4768.89 111.48 4919.48 181.12 7.656 91 45.00 4751.00 210.53 4768.83 104.79 4973.20 230.10 7.656 92 45.00 4751.00 212.11 4768.89 111.11 4922.91 184.18 7.656 93 45.00 4751.00 211.58 4768.87 108.26 4946.64 205.61 7.657 94 45.00 4751.00 212.11 4768.89 110.74 4926.32 187.24 7.657 95 45.53 4751.00 210.53 4768.83 108.53 4940.28 199.49 7.657 96 45.53 4751.00 210.00 4768.81 106.42 4956.98 214.80 7.657 97 45.00 4751.00 212.11 4768.89 110.38 4929.72 190.31 7.659 98 45.00 4751.00 210.00 4768.81 102.71 4989.53 245.41 7.660 99 45.00 4751.00 211.05 4768.85 106.17 4963.28 220.92 7.660 Critical Failure Surface (circle 1) Intersects: XL: 45.00 YL: 4751.00 XR: 210.00 YR: 4768.81 Centre: XC: 110.96 YC: 4913.09 Radius: R: 175.00 Generated failure surface: (20 points) 45.00 4751.00 53.51 4747.79 62.18 4745.03 70.99 4742.72 88.89 4739.49 97.94 4738.58 107.03 4738.14 116.13 4738.17 134.26 4739.65 143.25 4741.10 152.14 4743.01 160.93 4745.38 Page 3 79.90 4740.87 125.22 4738.67 169.58 4748.20 178.07 4751.47 186.38 4755.18 Hunt Case 1 MIning.gar 194.49 4759.31 202.37 4763.66 210.00 4768.81 Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 slices) Slice X -S Base PoreWater Normal Test X -Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 45.00 4.71 -20.7 5.00 5.34 2 0.00 35.0 588.99 0.00 122.05 1.11 2 50.00 8.68 -20.7 2.96 3.16 2 0.00 35.0 1085.38 0.00 380.05 1.11 3 52.96 25.46 -18.0 4.61 4.85 2 0.00 35.0 3181.98 232.21 709.73 1.08 4 57.57 39.32 -17.7 4.61 4.84 2 0.00 35.0 4914.58 675.88 1093.50 1.08 5 62.18 49.88 -14.7 4.40 4.55 2 0.00 35.0 6235.17 1007.66 1446.49 1.06 66.59 61.40 -14.7 4.40 4.55 0.00 35.0 7675.43 1335.19 1780.08 1.06 7 70.99 73.35 -11.7 4.45 4.55 0.00 35.0 9168.34 1630.20 2091.24 1.04 8 75.44 84.06 -11:7 4.45 4.55 0.00 35.0 10508.03 1892.48 2396.71 1.04 9 79.90 66.09 -8.7 3.17 3.21 0.00 35.0 8261.53 1475.64 2636.43 1.03 10 83.07 64.99 -8.7 2.91 2.95 2 0.00 35.0 8132.72 1440.85 2826.48 1.03 11 85.98 69.12 -8.7 2.91 2.95 2 0.00 35.0 8664.78 1523.06 3011.46 1.03 12 68.89 115.10 -5.8 4.53 4.55 2 0.00 35.0 14461.08 2480.66 3219.52 1.01 13 93.42 123.99 -5.8 4.53 4.55 0.00 35.0 15612.39 2610.25 3475.95 1.01 14 97.94 47.53 -2.8 1.66 1.66 2 0.00 35.0 5993.40 979.48 3630.88 1.01 15 99.60 108.03 -2.8 3.72 3.72 2 0.00 35.0 13625.27 2226.89 3680.59 1.01 16 103.32 108.54 -2.8 3.72 3.72 0.00 35.0 13688.28 2268.72 3697.57 1.01 17 107.03 133.05 0.2 4.55 4.55 2 0.00 35.0 16777.78 2797.82 3686.72 1.00 18 111.58 132.74 0.2 4.55 4.55 0.00 35.0 16737.76 2793.38 3677.93 1.00 19 116.13 131.68 3.2 4.54 4.55 0.00 35.0 16604.43 2755.13 3639.63 1.00 20 120.67 130.30 3.2 4.54 4.55 0.00 35.0 16429.99 2683.45 3601.38 1.00 21 125.22 127.83 6.2 4.52 4.55 0.00 35.0 16119.78 2576.23 3534.08 1.00 22 129.74 125.39 6.2 4.52 4.55 0.00 35.0 15812.77 2439.61 3466.57 1.00 23 134.26 121.56 9.1 4.49 4.55 0.00 35.0 15332.20 2267.71 3370.64 1.00 24 138.75 118.08 9.1 4.49 4.55 0.00 35.0 14895.76 2062.45 3274.20 1.00 25 143.25 112.98 12.1 4.45 4.55 2 0.00 35.0 14254.73 1824.30 3150.03 1.00 26 147.70 108.50 12.1 4.45 4.55 2 0.00 35.0 13693.49 1552.97 3025.18 1.00 27 152.14 102.22 15.1 4.39 4.55 2 0.00 35.0 12905.50 1249.25 2873.27 1.01 28 156.54 96.79 15.1 4.39 4.55 2 0.00 35.0 12225.33 912.68 2720.39 1.01 29 160.93 83.29 18.1 4.02 4.22 2 0.00 35:0 10525.83 518.50 2547.73 1.02 30 164.94 77.84 18.1 4.02 4.22 2 0.00 35.0 9843.55 172.88 2380.39 1.02 31 168.96 78.94 20.6 4.42 4.72 2 0.00 35.0 9991.80 0.00 2184.73 1.03 32 173.38 71.20 21.1 4.42 4.74 2 0.00 35.0 9022.08 0.00 1971.25 1.03 33 177.60 61.95 23.9 4.29 4.69 2 0.00 35.0 7866.27 0.00 1761.65 1.05 34 182.09 55.02 24.0 4.29 4.70 2 0.00 35.0 7006.92 0.00 1568.67 1.05 35 186.38 45.08 27.0 4.05 4.55 0.00 35.0 5765.09 0.00 1358.40 1.07 36 190.43 37.64 27.0 4.05 4.55 0.00 35.0 4866.49 0.00 1146.66 1.07 37 194.49 33.81 30.0 4.66 5.38 0.00 35.0 4391.41 0.00 895.22 1.10 38 199.14 16.95 30.0 3.22 3.72 150.00 22.0 2220.17 0.00 657.13 1.12 39 202.37 12.26 33.0 3.62 4.31 1 150.00 22.0 1606.18 0.00 416.85 1.15 40, 205.98 4.73 33.0 4.02 4.79 1 150.00 22.0 619.96 0.00 136.78 1.15 X -S Area: 3070.26 Path Length: 172.89 X -S Weight: 387312.75 Page 4 GALENA 7.2 Analysis Results Hunt Case'1 MIning EQ.gar Version: 7.2.3.03 Licensee: J & T Consulting Project: Hunt Irrigation Pond File: C:\Galena Models\Hunt Case 1 MIning EQ.gmf Processed: 07 Nov 2022 15:27:59 DATA: Analysis 1 - Cased - Mining Slope EQ Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) - Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) - Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) - Clay Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (2 profiles) Profile 1 (2 points) Material beneath: 1 - Overburden 0.00 4769.40 260.00 4769.40 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4762.00 260.00 4762.00 Slope Surface (10 points) 0.00 4751.00 50.00 4751.00 99.60 4767.50 177.80 4766.60 209.60 4768.80 226.90 4769.40 236.90 4764.40 243.90 4764.40 256.90 4769.40 260.00 4769.40 Phreatic Surface (2 points) 0.00 4748.00 260.00 4748.00 Failure Surface Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 50.00 YL: 4751.00 XR: 215.00 YR: 4768.99 Centre: XC: 106.94 YC: 4994.43 Radius: R: 250.00 Earthquake Force Pseudo -static earthquake (seismic) coefficient: 0.070 Variable Restraints Parameter descriptor: Range of variation: Trial positions within range: XL XR R 10.00 10.00 150.00 20 20 50 RESULTS: Analysis 1 - Case 1 - Mining Slope EQ Page 1 Hunt Case 1 MIning EQ.gar Bishop Simplified Method of Analysis - Circular Failure Surface Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 4.524 Analysis Summary There were: 20001 successful analyses from a total of 20001 trial failure surfaces Critical (minimum) Factor of Safety: 4.26 Results Summary - Lowest 99 Factor of Safety circles Circle X -Left Y -Left X -Right Y -Right X -Centre Y -Centre Radius FoS 45.00 4751.00 210.00 4768.81 .110.96 4913.09 175.00 4.257 <-- Critical Surface 45.00 4751.00 210.00 4768.81 110.59 4916.54 178.06 4.259 45.00 4751.00 210.00 4768.81 110.22 4919.97 181.12 4.261 45.00 4751.00 210.53 4768.83 111.28 4912.96 175.00 4.262 45.00 4751.00 210.53 4768.83 110.90 4916.42 178.06 4.264 6 45.00 4751.00 210.00 4768.81 109.85 4923.39 184.18 4.264 7 45.00 4751.00 210.53 4768.83 .110.53 4919.85 181.12 4.266 8 45.00 4751.00 211.05 4768.85 111.59 4912.84 175.00 4.266 9 45.00 4751.00 210.00 4768.81 109.48 4926.79 187.24 4.267 10 45.00 4751.00 210.53 4768.83 110.17 4923.27 184.18 4.268 11 45.00 4751.00 211.05 4768.85 111.22 4916.29 178.06 4.268 12 45.00 4751:00 210.00 4768.81 109.12 4930.18 190.31 4.270 13 45.00 4751:00 211.05 4768.85 110.85 4919.73 181.12 4.270 14 45.00 4751.00 210.53 4768.83 109.80 4926.68 187.24 4.271 15 45.00 4751.00 211.58 4768.87 111.90 4912.71 175.00 4.271 16 45.00 4751.00 211.05 4768.85 110.48 4923.15 184.18 4.272 17 45.00 4751.00 210.00 4768.81 108.75 4933.56 193.37 4.273 18 45.00 4751.00 211.58 4768.87 111.53 4916.17 178.06 4.273 19 45.00 4751.00 210.53 4768.83 109.43 4930.07 190.31 4.274 20 45.00 4751.00 211.58 4768.87 111.16 4919.61 181.12 4.275 21 45.00 4751.00 211.05 4768.85 110.11 4926.56 187.24 4.275 22 45.00 4751.00 212.11 4768.89 112.21 4912.58 175.00 4.275 23 45.53 4751.00 210.00 4768.81 111.16 4913.23 175.00 4.276 24 45.00 4751.00 210.00 4768.81 108.39 4936.92 196.43 4.276 25 45.00 4751.00 211.58 4768.87 110.79 4923.03 184.18 4.277 26 45.00 4751.00 210.53 4768.83 109.07 4933.44 193.37 4.277 27 45.00 4751.00 212.11 4768.89 111.84 4916.04 178.06 4.277 28 45.53 4751.00 210.00 4768.81 110.78 4916.67 178.06 4.277 29 45.00 4751.00 211.05 4768.85 109.75 4929.95 190.31 4.278 30 45.00 4751.00 212.11 4768.89 111.48 4919.48 181.12 4.279 31 45.53 4751.00 210.00 4768.81 110.41 4920.10 181.12 4.279 32 45.00 4751.00 211.58 4768.87 110.43 4926.44 187.24 4.279 33 45.00 4751.00 212.63 4768.90 112.53 4912.45 175.00 4.280 34 45.00 4751.00 210.00 4768.81 108.03 4940.27 199.49 4.280 35 45.53 4751.00 210.53 4768.83 111.47 4913.10 175.00 4.280 36 45.00 4751.00 210.53 4768.83 108.71 4936.81 196.43 4.280 37 45.00 4751.00 212.11 4768.89 111.11 4922.91 184.18 4.281 38 45.00 4751.00 212.63 4768.90 112.16 4915.91 178.06 4.281 39 45.00 4751.00 211.05 4768.85 109.39 4933.33 193.37 4.281 40 45.53 4751.00 210.00 4768.81 110.04 4923.51 184.18 4.281 41 45.53 4751.00 210.53 4768.83 111.10 4916.55 178.06 4.282 42 45.00 4751.00 211.58 4768.87 110.06 4929.84 190.31 4.282 43 45.00 4751.00 212.11 4768.89 110.74 4926.32 187.24 4.283 44 45.00 4751.00 212.63 4768.90 111.79 4919.36 181.12 4.283 Page 2 Hunt Case 1 MIning EQ.gar 45 45.53 4751.00 210.53 4768.83 110.73 4919.98 181.12 4.263 46 45.00 4751.00 210.00 4768.81 107.67 4943.61 202.55 4.283 47 45.00 4751.00 210.53 4768.83 108.35 4940:17 199.49 4.284 48 45.00 4751.00, 211.05 4768.85 109.02 4936.70 196.43 4.264 49 45.53 4751.00 210.00 4768.81 109.68 4926.91 187.24 4.284 50 45.00 4751.00 213.16 4768.92 112.84 4912.32 175.00 4.284 51 45.53 4751.00 211.05 4768.85 111.79 4912.97 175.00 4.285 52 45.00 4751.00 211.58 4766.87 109.70 4933.22 193.37 4.285 53 45.00 4751.00 212.63 4766.90 111.42 4922.79 184.18 4.285 54 45.53 4751.00 210.53 4766.83 110.36 4923.40 184.18 4.265 55 45.00 4751.00 213.16 4768.92 112.47 4915.78 176.06 4.286 56 45.00 4751.00 212.11 4768.89 110.38 4929.72 190.31 4.286 57 45.53 4751.00 211.05 4768.85 111.41 4916.42 176.06 4.286 58 45.53 4751.00 210.00 4768.81 109.31 4930.30 190.31 4.287 59 45.00 4751.00 210.00 4768.81 107.31 4946.94 205.61 4.287 60 45.00 4751.00 210.53 4768.83 107.98 4943.51 202.55 4.288 61 45.00 4751.00 212.63 4768.90 111.06 4926.21 187.24 4.288 62 45.00 4751.00 211.05 4768.85 108.66 4940.06 199.49 4.288 63 45.00 4751.00 213.16 4768.92 112.10 4919.23 181.12 4.288 64 45.53 4751.00 211.05 4768.85 111.04 4919.86 181.12 4.288 65 45.53 4751.00 210.53 4768.83 109.99 4926.80 187.24 4.288 66 45.00 4751.00 211.58 4768.87 109.34 4936.59 196.43 4.288 67 45.00 4751.00 213.68 4768.94 113.15 4912.18 175.00 4.289 68 45.53 4751.00 211.58 4768.87 112.10 4912.84 175.00 4.289 69 45.00 4751.00 212.11 4768.89 110.02 4933.11 193.37 4.289 70 45.00 4751.00 213.16 4768.92 111.74 4922.67 184.18 4.290 71 45.00 4751.00 213.68 4768.94 112.78 4915.65 176.06 4.290 72 45.53 4751.00 210.00 4768.81 108.94 4933.67 193.37 4.290 73 45.53 4751:00 211.05 4768:85 110.67 4923.28 184.18 4.290 74 45.00 4751.00 212.63 4768.90 110.69 4929.61 190.31 4.290 75 45.53 4751.00 211.58 4768.87 111.73 4916.30 178.06 4.291 76 45.53 4751.00 210.53 4768.83 109.62 4930.19 190.31 4.291 77 45.00 4751.00 210.00 4768.81 106.95 4950.27 208,67 4.291 78 45.00 4751.00 210.53 4768.83 107.63 4946.84 205.61 4.291 79 45.00 4751.00 211.05 4768.85 108.30 4943.40 202.55 4.291 80 45.00 4751.00 213.68 4768.94 112.42 4919.11 181.12 4.292 81 45.00 4751.00 213.16 4768.92 111.37 4926.09 187.24 4.292 82 45.00 4751.00 211.58 4768.87 108.98 4939.95 199.49 4.292 83 45.00 4751.00 212.11 4768.89 109.66 4936.48 196.43 4.292 84 45.53 4751.00 211.58 4768.87 111.36 4919.74 181.12 4.292 85 45.53 4751.00 211.05 4768.85 110.31 4926.68 187.24 4.293 86 45.00 4751.00 214.21 4768.96 113.46 4912.05 175.00 4.293 87 45.53 4751.00 210.00 4768.81 108.58 4937.03 196.43 4.293 88 45.00 4751.00 212.63 4768.90 110.33 4933.00 193.37 4.293 89 45.53 4751.00 212.11 4768.89 112.41 4912.71 175.00 4.294 90 45.00 4751.00 213.68 4768.94 112.05 4922.55 184.18 4.294 91 45.53 4751.00 210.53 4768.83 109.26 4933.56 193.37 4.294 92 46.05 4751.00 210.00 4768.81 111.35 4913.36 175.00 4.294 93 45.00 4751.00 214.21 4768.96 113.10 4915.53 178.06 4.294 94 45.53 4751.00 211.58 4768.87 110.99 4923.16 184.18 4.294 95 45.00 4751.00 213.16 4768.92 111.01 4929.49 190.31 4.294 96 45.00 4751.00 211.05 4768.85 107.94 4946.74 205.61 4.295 97 45.00 4751.00 210.00 4768.81 106.59 4953.58 211.73 4.295 98 45.00 4751.00 210.53 4768.83 107.27 4950.17 208.67 4.295 99 45.53 4751.00 211.05 4768.85 109.94 4930.07 190.31 4.295 Critical Failure Surface (circle 1) Intersects: XL: Centre: XC: 45.00 YL: 4751.00 XR: 110.96 YC: 4913.09 210.00 YR:R: Radius: Page 3 4768.81 175.00 Hunt Case 1 Mining EQ.gar Generated failure surface: (20 points) 45.00 4751.00 53.51 4747.79 88.89 4739.49 97.94 4738.58 134.26 4739.65 143.25 4741.10 178.07 4751.47 186.38 4755.18 62.18 4745.03 107.03 4738.14 152.14 4743.01 194.49 4759.31 Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 slices) 70.99 4742.72 116.13 4738.17 160.93 4745.38 202.37 4763.86 79.90 4740.87 125,22 4738.67 169.58 4748.20 210.00 4768.81 Slice X -S Base PoreWater Normal Test X -Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 45.00 4.71 -20.7 5.00 5,34 2 0.00 35.0 588.99 0.00 125.58 1.14 50.00 8.68 -20.7 2.96 3:16, 2 0.00 35.0 1085.38 0.00 391.06 1.14 52.96 25.46 -18.0 4.61 4.85 2 0.00 35.0 3181.98 232.21 726.16 1.11 4 57.57 39.32 -17.7 4.61 4.84 2 0.00 35.0 4914.58 675.88 1116.63 1.11 5 62.18 49.88 -14.7 4.40 4.55 2 0.00 35.0 6235.17 1007.66 1470.70 1.08 6 66.59 61.40 -14.7 4.40 4.55 2 0.00 35.0 7675.43 1335.19 1809.45 1,08 7 70.99 73.35 -11.7 4.45 4.55 2 0.00 35.0 9168.34 1630.20 2118.06 1.06 8 75.44 84.06 -11.7 4.45 4.55 2 0.00 35.0 10508.03 1892.48 2427.37 1.06 9 79.90 66.09 -8.7 3.17 3.21 2 0.00 35.0 8261.53 1475.64 2661.17 1.04 10 83.07 64.99 -8.7 2.91 2.95 2 0.00 35:0 8132.72 1440.85 2853.04 1.04 11 85,98 69.12 -8.7 2.91 2.95 2 0.00 35.0 8664.78 1523.06 3039.80 1.04 12 88.89 115.10 -5.8 4.53 4.55 0.00 35.0 14461.08 2480.66 .3239.29 1.02 13 93.42 123.99 -5.8 4.53 4.55 0.00 35.0 15612.39 2610.25 3497.39 1.02 14 97.94 47.53 -2.8 1.66 1.66 0.00 35.0 5993.40 979.48 3641.62 1.01 15 99.60 108.03 -2.8 3.72 3.72 0.00 35.0 13625.27 2226.89 3691.45 1.01 16 103.32 108.54 -2.8 3.72 3.72 0.00 35.0 13688.28 2268.72 3708.45 1.01 17 107.03 133.05 0.2 4.55 4.55 0.00 35.0 16777.78 2797.82 3685.94 1.00 18 111.58 132.74 0.2 4.55 4.55 0.00 35.0 16737.76 2793.38 3677.14 1.00 19 116.13 131.68 3.2 4.54 4.55 0.00 35.0 16604.43 2755.13 3627.56 0.99 20 120.67 130.30 3.2 4.54 4.55 0.00 35.0 16429.99 2683.45 3589.42 0.99 21 125.22 127.83 6.2 4.52 4.55 0.00 35.0 16119.78 2578.23 3511.39 0.99 22 129.74 125.39 6.2 4.52 4.55 0.00 35.0 15812.77 2439.61 3444.16 0.99 23 134.26 121.56 9.1 4.49 4.55 0.00 35.0 15332.20 2267.71 3338.18 0.99 24 138.75 118.08 9.1 4.49 4.55 2 0.00 35.0 14895.76 2062.45 3242.30 0.99 25 143.25 112.98 12.1 4.45 4.55 0.00 35.0 14254.73 1824.30 3108.90 0.99 26 147.70 108.50 12.1 4.45 4.55 0.00 35.0 13693.49 1552.97 2985.06 0.99 27 152.14 102.22 15.1 4.39 4.55 2 0.00 35.0 12905.50 1249.25 2824.87 0.99 28 156.54 96.79 15.1 4.39 4.55 0.00 35.0 12225.33 912.68 2673.46 0.99 29 160.93 83.29 18.1 4.02 4.22 0.00 35.0 10525.83 518.50 2493.56 1.00 30 164.94 77.84 18.1 4.02 4.22 0.00 35.0 9843.55 172.88 2328.11 1.00 31 168.96 78.94 20.6 4.42 4.72 0.00 35.0 9991.80 0.00 2128.84 1.01 32 173.38 71.20 21.1 4.42 4.74 0.00 35.0 9022.08 0.00 1919.79 1.01 33 177.80 61.95 23.9 4.29 4.69 0.00 35.0 7866.27 0.00 1709.30 1.02 34 182.09 55.02 24.0 4.29 4.70 0.00 35.0 7006.92 0.00 1521.67 1.02 35 186.38 45.08 27.0 4.05 4.55 0.00 35.0 5765.09 0.00 1312.32 1.04 36 190.43 37.84 27.0 4.05 4.55 0.00 35.0 4866.49 0.00 1107.77 1.04 37 194.49 33.81 30.0 4.66 5.38 0.00 35.0 4391.41 0.00 861.20 1.05 38 199.14 16.95 30.0 3.22 3.72 150.00 22.0 2220.17 0.00 633.71 1.09 39 202.37 12.26 33.0 3.62 4.31 150.00 22.0 1606.18 0.00 396.81 1.12 40 205.98 4.73 33.0 4.02 4.79 150.00 22.0 619.96 0.00 123.86 1.12 X -S Area: 3070.26 Path Length: 172.89 X -S Weight: 387312.75 Page 4 GALENA 7.2 Analysis Results Hunt Case 2 MIning.gar Version: 7.2.3.03 Licensee: J & T Consulting Project: Hunt Irrigation Pond File: C:\Galena Models\Hunt Case 2 MIning.gmf Processed: 07 Nov 2022 15:29:30 DATA: Analysis 1 - Case 2 - Mining Slope Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) Clay Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (3 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden 0.00 4775.00 210.00 4775.00 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4763.00 210.00 4763.00 Profile: 3 (2 points) Material beneath: 3 - Clay 0.00 4753.00 210.00 4753.00 Slope Surface (7 points) 0.00 4751.00 50.00 4751.00 188.00 4774.10 210.00 4774.10 Phreatic Surface (2 points) 0.00 4750.00 210.00 4750.00 Failure Surface 118.20 4773.70 177.70 4774.50 184.20 4773.70 Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 50.00 YL: 4751.00 XR: 193.00 Y: 4774.10 Centre: XC: 83.34 YC: 4998.77 Radius: R: 250.00 Variable Restraints Parameter descriptor: XL XR R Range of variation: 10.00 10.00 150.00 Trial positions within range: 20 20 50 RESULTS: Analysis 1 - Case 2 - Mining Slope Bishop Simplified Method of Analysis - Circular Failure Surface Page 1 Hunt Case 2 MIning.gar Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 3.5.75 Analysis Summary There were: 20001 successful analyses from a total of 20001 trial failure surfaces Critical (minimum) Factor of Safety: 3.08 Results Summary - Lowest 99 Factor of Safety circles Circle X -Left Y -Left X -Right Y -Right X -Centre Y -Centre Radius FoS 45.00 4751.00 188.00 4774.10 91.09 4919.82 175.00 3.084 2 45.00 4751.00 186.53 4774.10 91.47 4919.72 175.00 3.092 3 45.53 : 4751.00 188.00 4774.10 91.25 4919.92 175.0.0 3.095 4 45.00 4751.00 188.00 4774.10 90.56 4923.13 178.06 3.097 5 45.00 4751.00 189.05 4774.10 91.84 4919.62 175.00 3.100 6 45.53 4751.00 186.53 4774.10 91.62 4919.82 175.00 3.104 7 45.00 4751.00 188.53 4774.10 90.93 4923.03 178.06 3.106 8 46.05 4751.00 188.00 4774.10 91.40 4920.02 175.00 3.107 45.00 4751.00 189.58 4774.10 92.21 .4919.51 175.00 3.109 10 45.53 4751.00 188.00 4774.10 90.71 4923.23 178.06 3.109 11 45.00 4751.00 186.00 4774.10 90.03 4926.44 181.12 3.111 12 45.53 4751.00 189.05 4774.10 91.99 4919.72 175.00 3.112 13 45.00 4751.00 189.05 4774.10 91.31 4922.93 178.06 3.114 14 46.05 4751.00 188.53 4774.10 91.77 4919.92 175.00 3.116 15 45.00 4751.00 190.11 4774:10 92.58 4919.41 175.00 3.117 16 45.53 4751.00 188.53 4774.10 91.09 4923.13 178.06 3.117 17 45.00 4751.00 188.53 4774.10 90.40 4926.34 181.12 3.119 18 45.53 4751.00 188.00 4774.10 90.18 4926.53 181.12 3.119 19 46.58 4751.00 186.00 4774.10 91.55 4920.12 175.00 3.119 20 45.53 4751.00 189.58 4774.10 92.37 4919.62 175.00 3.120 21 46.05 4751.00 186.00 4774.10 90.86 4923.33 178.06 3.120 22 45.00 4751.00 189.58 4774.10 91.68 4922.83 178.06 3.122 23 45.00 4751.00 188.00 4774.10 89.49 4929.73 184.18 3.122 24 46.05 4751.00 189.05 4774.10 92.15 4919.82 175.00 3.124 25 45.00 4751.00 190.63 4774.10 92.95 4919.30 175.00 3.125 26 45.53 4751.00 189.05 4774.10 91.46 4923.03 178.06 3.125 27 45.00 4751.00 189.05 4774.10 90.78 4926.24 181.12 3.127 28 46.58 4751.00 188.53 4774.10 91.93 4920.02 175.00 3.128 29 45.53 4751.00 190.11 4774.10 92.74 4919.51 175.00 3.129 30 46.05 4751.00 188.53 4774.10 91.24 4923.23 178.06 3.129 31 46.58 4751.00 188.00 4774.10 91.01 4923.43 178.06 3.129 32 45.00 4751.00 188.53 4774.10 89.87 4929.63 184.18 3.129 33 45.00 4751.00 190.11 4774.10 92.05 4922.73 178.06 3.130 34 45.53 4751.00 188.53 4774.10 90.55 4926.44 181.12 3.130 35 46.05 4751.00 188.00 4774.10 90.32 4926.63 181.12 3.131 36 47.11 4751.00 188.00 4774.10 91.70 4920.22 175.00 3.131 37 46.05 4751.00 : 189.58 4774.10 92.52 4919.72 175.00 3.133 38 45.53 4751.00 189.56 4774.10 91.63 4922.93 178.06 3.134 39 45.53 4751.00 188.00 4774.10 89.64 4929.82 184.18 3.134 40 45.00 4751.00. 189.58 4774.10 91.15 4926.14 181.12 3.135 41 45.00 4751.00 191.16 4774.10 93.32 4919.20 175.00 3.136 42 46.58 4751.00 189.05 4774.10 92.30 4919.92 175.00 3.136 43 45.00 4751.00 188.00 4774.10 88.96 4933.01 187.24 3.137 44 45.53 4751.00 190.63 4774.10 93.11 4919.41 175.00 3.137 45 46.05 4751.00 189.05 4774.10 91.61 4923.13 178.06 3.137 46 45.00 4751.00, 190.63 4774.10 92.42 4922.63 178.06 3.139 Page 2 Critical Surface Hunt Case 2 MIning.gar 47 45.53 4751.00 189.05 4774.10 90.93 4926.34 181.12 3.139 48 46.05 4751.00 168.53 4774.10 90.70 4926.53 181.12 3.139 49 47.11 4751.00 188.53 4774.10 92.08 4920.12 175.00 3.140 50 45.00 4751.00 189.05 4774.10 90.25 4929.54 184.18 3.140 51 46.58 4751.00 188.53 4774.10 91.39 4923.33 178.06 3.141 52 46.05 4751.00 190.11 4774.10 92.89 4919.62 175.00 3.141 53 47.11 4751.00 188.00 4774.10 91.16 4923.53 178.06 3.141 54 45.53 4751.00 188.53 4774.10 90.02 4929.73 184.18 3.141 55 45.53 4751.00 190.11 4774.10 92.21 4922.83 178.06 3.142 56 47.63 4751.00 168.00 4774.10 91.85 4920.32 175.00 3.143 57 46.58 4751.00 188.00 4774.10 90.47 4926.72 181.12 3.143 58 45.00 4751.00 190.11 4774.10 91.52 4926.04 181.12 3.143 59 45.00 4751.00 188.53 4774.10 89.34 4932.92 187.24 3.144 60 46.58 4751.00 189.58 4774.10 92.67 4919.82 175.00 3.145 61 45.53 4751.00 191.16 4774.10 93.48 4919.30 175.00 3.146 62 46.05 4751.00 189.58 4774.10 91.99 4923.03 178.06 3.146 63 46.05 4751.00 188.00 4774.10 89.79 4929.92 184.18 3.146 64 45.00 4751.00 191.16 4774.10 92.79 4922.53 178.06 3.147 65 45.53 4751.00 189.58 4774.10 91.30 4926.24 181.12 3.147 66 45.53 4751.00 188.00 4774.10 89.11 4933.10 187.24 3.148 67 47.11 4751.00 189.05 4774.10 92.45 4920.02 175.00 3.148 68 45.00 4751.00 191.68 4774.10 93.69 4919.09 175.00 3.148 69 45.00 4751.00 189.58 4774.10 90.62 4929.44 184.18 3.149 70 45.53 4751.00 189.05 4774.10 90.40 4929.63 184.18 3.149 71 46.58 4751.00 189.05 4774.10 91.76 4923.23 178.06 3.149 72 47.11 4751.00 188.53 4774.10 91.54 4923.43 178.06 3.149 73 46.05 4751.00 190.63 4774.10 93.26 4919.51 175.00 3.150 74 45.00 4751.00 188.00 4774.10 88.44 4936.28 190.31 3.150 75 46.05 4751.00 189.05 4774.10 91.08 4926.44 181.12 3.150 76 45.53 4751.00 190.63 4774.10 92.58 4922.73 178.06 3.150 7.7 46.58 4751.00 188.53 4774.10 90.85 4926.63 181.12 3.151 78 45.00 4751.00 189.05 4774.10 89.72 4932.83 187.24 3.152 79 45.00 4751.00 190.63 4774.10 91.90 4925.95 181.12 3.152 80 45.00 4751.00 192.21 4774.10 94.06 4918.98 175.00 3.152 81 47.63 4751.00 186.53 4774.10 92.23 4920.22 175.00 3.152 82 48.16 4751.00 188.00 4774.10 92.00 4920.42 175.00 3.153 83 46.05 4751.00 .188.53 4774.10 90.17 4929.82 184.18 3.153 84 46.58 4751.00 190.11 4774.10 93.05 4919.72 175.00 3.153 85 47.63 4751.00 188.00 4774.10 91.31 4923.62 178.06 3.154 86 46.05 4751.00 190.11 4774.10 92.36 4922.93 178.06 3.154 87 45.00 4751.00 191.68 4774.10 93.16 4922.42 178.06 3.155 88 45.53 4751.00 190.11 4774.10 91.68 4926.14 181.12 3.155 89 47.11 4751.00 188.00 4774.10 90.62 4926.82 181.12 3.156 90 45.53 4751.00 188.53 4774.10 89.49 4933.01 187.24 3.156 91 45.53 4751.00 191.68 4774.10 93.85 4919.20 175.00 3.156 92 45.00 4751.00 190.11 4774.10 91.00 4929.35 184.18 3.157 93 47.11 4751.00 189.58 4774.10 92.83 4919.92 175.00 3.157 94 46.58 4751.00 189.58 4774.10 92.14 4923.13 178.06 3.158 95 46.58 4751.00 188.00 4774.10 89.94 4930.01 184.18 3.158 96 46.05 4751.00 191.16 4774.10 93.63 4919.41 175.00 3.158 97 45.00 4751.00 188.53 4774.10 88.82 4936.19 190.31 3.158 98 45.53 4751.00 191.16 4774.10 92.95 4922.63 178.06 3.159 99 46.05 4751.00 189.58 4774.10 91.45 4926.34 181.12 3.159 Critical Failure Surface (circle 1) Intersects: XL: 45.00 YL: 4751.00 XR: 188.00 YR: 4774.10 Centre: XC: 91.09 YC: 4919.82 Radius: R: 175.00 Generated failure surface: (20 points) 45.00 4751.00 52.63 4749.10 60.33 4747.55 68.10 4746.34 75.91 4745.48 Page 3 Hunt Case 2 MIning.gar 83.75 4744.97 91.61 4744.82 99.47 4745.02 107.31 4745.57 122.87 4747.73 130.57 4749.33 138.18 4751.27 145.71 4753.56 160.40 4759.13 167.55 4762.40 174.54 4765.99 181.36 4769.90 Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) Slice 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 115.12 4746.48 153.12 4756.18 188.00 4774.10 X -S Base PoreWater Normal Test X -Left Area Angle Width Length Matt Cohesion Phi Weight Force Stress Factor 45.00 2.01 -14.0 4.02 4.14 3 50.00 24.0 260.99 0.00 71.61 1.07 49.02 1.11 -14.0 0.98 1.01 3 50.00 24.0 143.70 7.76 155.27 1.07 50.00 5.28 -14.0 2.63 2.71 3 50.00 24.0 686.10 96.66 273.81 1.07 52.63 12.44 -11.4 3.38 3.45 3 50.00 24.0 1616:99 267.12 493.50 1.05 56.01 24.80 -11.4 4.32 4.41 3 50.00 24.0 3208.39 555.39 764.19 1.05 60.33 30.45 -8.8 3.88 3.93 3 50.00 24.0 3917.87 675.91 1030.75 1.04 64.21 37.81 -8.8 3.88 3.93 3 50.00 24.0 4850.12 824.01 1275.46 1.04 68.10 45.12 -6.3 3.91 3.93 3 50.00 24.0 5774.21 950.58 1499.88 1.02 72.00 51.87 -6.3 3.91 3.93 3 50.00 24.0 6626.84 1055.71 1721.23 1.02 75.91 58.52 -3.7 3.92 3.93 3 50.00 24.0 7465.18 1139.29 1919.81 1.01 79.83 64.63 -3.7 3.92 3.93 50.00 24.0 8233.93 1201.31 2117.53 1.01 83.75 40.62 -1.1 2.30 2.30 50.00 24.0 5170.07 724.44 2254.16 1.00 86.05 51.58 -1.1 2.78 2.78 3 50.00 24.0 6568.07 884.16 2369.30 1.00 88.83 54.31 -1.1 2.78 2.78 50.00 24.0 6924.54 893.56 2497.91 1.00 91.61 81.06 1.5 3.93 3.93 50.00 24.0 10350.77 1257.71 2625.87 1.00 95.54 85.80 1.5 3.93 3.93 50.00 24.0 10972.57 1233.16 2783.60 1.00 99.47 90.00 4.0 3.92 3.93 50.00 24.0 11523.95 1187.07 2912.01 0.99 103.39 94.03 4.0 3.92 3.93 50.00 24.0 12053.34 1119.40 3045.58 0.99 107.31 97.30 6.6 3.90 3.93 50.00 24.0 12484.41 1030.20 3148.00 0.99 111.21 100.61 6.6 3.90 3.93 50.00 24.0 12919.41 919.33 3257.13 0.99 115.12 81.61 9.2 3.08 3.12 50.00 24.0 10486.75 638.33 3324.81 0.99 118.20 123.32 9.2 4.67 4.74 50.00 24.0 15847.59 782.30 3313.92 0.99 122..87 98.72 11.8 3.85 3.93 50.00 24.0 12683.03 458.59 3200.50 0.99 126.72 95.84 11.8 3.85 3.93 50.00 24.0 12308.59 262.22 3104.56 0.99 130.57 63.50 14.3 2.62 2.71 50.00 24.0 8152.43 56.48 2995.54 1.00 133.19 58.92 14.3 2.50 2.58 3 50.00 24.0 7562.09 0.00 2917.24 1.00 135.69 57.41 14.3 2.50 2.58 3 50.00 24.0 7366.30 0.00 2841.52 1.00 138.18 63.26 16.9 2.84 2.97 3 50.00 24.0 8113.30 0.00 2732.86 1.00 141.02 60.92 16.9 2.84 2.97 50.00 24.0 7809.01 0.00 2630.13 1.00 143.86 38.27 16.9 1.84 1.93 0.00 35.0 4906.05 0.00 2491.70 0.98 145.71 73.66 19.5 3.71 3.93 0.00 35.0 9453.93 0.00 2361.99 0.98 149.41 68.99 19.5 3.71 3.93 0.00 35.0 8871.33 0.00 2216.51 0.98 153.12 62.93 22.0 3.64 3.93 0.00 35.0 8111.24 0.00 2039.38 0.99 156.76 57.74 22.0 3.64 3.93 2 0.00 35.0 7463.17 0.00 1876.38 0.99 160.40 51.25 24.6 3.57 3.93 2 0.00 35.0 6647.88 0.00 1685.42 1.00 163.97 45.57 24.6 3.57 3.93 2 0.00 35.0 5939.10 0.00 1505.77 1.00 167.55 13.57 27.2 .1.16 1.31 2 0.00 35.0 1775.06 0.00 1367.47 1.01 168.71 31.04 27.2 2.91 3.28 1 150.00 22:0 4066.02 0.00 1283.82 1.05 171.62 26.79 27.2 2.91 3.28 1 150.00 22.0 3509.38 0.00 1104.86 1.05 174.54 23.98 29.8 3.16 3.64 1 150.00 22.0 3141.11 0.00 897.90 1.07 177.70 19.85 29.8 3.66 4.22 1 150.00 22.0 2600.80 0.00 635.30 1.07 181.36 8.75 32.3 2.84 3.36 1 150.00 22.0 1145.96 0.00 344.09 1.09 184.20 3.81 32.3 3.80 4.50 150.00 22.0 499.26 0.00 92.89 1.09 X -S Area: 2259.04 Path Length: 149.33 X -S Weight: 290210.88 Page 4 GALENA 7.2 Analysis Results Hunt Case 2 MIning EQ.gar Version: 7.2.3.03 Licensee: J & T Consulting Project: Hunt Irrigation Pond File: C:\Galena Models\Hunt Case 2 Mining EQ.gmf Processed: 07 Nov 2022 15:29:17 DATA: Analysis 1 - Case 2 - Mining Slope EQ Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) - Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) - Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) - Clay Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (3 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden 0.00 4775.00 210.00 4775.00 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4763.00 210.00 4763.00 Profile: 3 (2 points) Material beneath: 3 - Clay 0.00 4753.00 210.00 4753.00 Slope Surface (7 points) 0.00 4751.00 50.00 4751.00 188.00 4774.10 210.00 4774.10 Phreatic Surface (2 points) 0.00 4750.00 210.00 4750.00 Failure Surface 118.20 4773.70 177.70 4774.50 184.20 4773.70 Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 50.00 YL: 4751.00 XR: 193.00 YR: 4774.10 Centre: XC: 83.34 YC: 4998.77 Radius: R: 250.00 Earthquake Force Pseudo -static earthquake (seismic) coefficient: 0.070 Variable Restraints Parameter descriptor: Range of variation: Trial positions within range: XL XR 10.00 10.00 150.00 20 20 50 Page 1 Hunt Case 2 MIning EQ.gar RESULTS: Analysis 1 - Case 2 - Mining Slope EQ Bishop Simplified Method of Analysis - Circular Failure Surface Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 2.469 Analysis Summary There were: 20001 successful analyses from a total of 20001 trial failure surfaces Critical (minimum) Factor of Safety: 2.17 Results Summary - Lowest 99 Factor of Safety circles Circle X -Left Y -Left X -Right Y -Right X -Centre Y -Centre Radius FoS 45.00 4751.00 188.00 4774.10 91.09 4919.82 175.00 2.167 2 45.00 4751.00 188.53 4774.10 91.47 4919.72 175.00 2.170 3 45.00 4751.00 189.05 4774.10 91.84 4919.62 175.00 2.173 4 45.53 4751.00 188.00 4774.10 91.25 4919.92 175.00 2.174 5 45.00 4751.00 189.58 4774.10 92.21 4919.51 175.00 2.175 6 45.00 4751.00 188.00 4774.10 90.56 4923.13 178.06 2.176 7 45.53 4751.00 188.53 4774.10 91.62 4919.82 175:00 2.177 8 45.00 4751.00 190.11 4774.10 92.58 4919.41 175.00 2.178 9 45.00 4751.00 188.53 4774.10 90.93 4923.03 178.06 2.179 10 45.53 4751.00 189.05 4774.10 91.99 4919.72 175.00 2.160 11 45.00 4751.00 190.63 4774.10 92.95 4919.30 175.00 2.181 12 46.05 4751.00 188.00 4774.10 91.40 4920.02 175.00 2.181 13 45.00 4751.00 189.05 4774.10 91.31 4922.93 178.06 2.182 14 45.53 4751.00 189.56 4774.10 92.37 4919.62 175.00 2.183 15 45.53 4751.00 188.00 4774.10 90.71 4923.23 178.06 2.183 16 46.05 4751.00 188.53 4774.10 91.77 4919.92 175.00 2.184 17 45.00 4751.00 189.58 4774.10 91.68 4922.83 178.06 2.185 18 45.00 4751.00 191.16 4774.10 93.32 4919.20 175.00 2.185 19 45.53 4751.00 190.11 4774.10 92.74 4919.51 175.00 2.185 20 45.00 4751.00 188.00 4774.10 90.03 4926.44 181.12 2.186 21 45.53 4751.00 188.53 4774.10 91.09 4923.13 178.06 2.186 22 46.05 4751.00 189.05 4774.10 92.15 4919.82 175.00 2.187 23 45.00 4751.00 190.11 4774.10 92.05 4922.73 178.06 2.187 24 45.53 4751.00 190.63 4774.10 93.11 4919.41 175.00 2.188 25 45.00 4751.00 .188.53 4774.10 90.40 4926.34 181.12 2.188 26 46.58 4751.00 188.00 4774.10 91.55 4920.12 175.00 2.189 27 45.53 4751.00 189.05 4774.10 91.46 4923.03 178.06 2.189 28 45.00 4751.00 190.63 4774.10 92.42 4922.63 178.06 2.190 29 46.05 4751.00 189.58 4774.10 92.52 4919.72 175.00 2.190 30 45.00 4751.00 192.21 4774.10 94.06 4918.98 175.00 2.191 31 45.53 4751.00 188.00 4774.10 90.18 4926.53 181.12 2.191 32 46.05 4751.00 188.00 4774.10 90.86 4923.33 178.06 2.191 33 45.00 4751.00 189.05 4774.10 90.78 4926.24 181.12 2.191 34 45.00 4751.00 191.68 4774.10 93.69 4919.09 175.00 2.191 35 45.53 4751.00 191.16 4774.10 93.48 4919.30 175.00 2.191 36 46.58 4751.00 188.53 4774.10 91.93 4920.02 175.00 2.192 Page 2 Critical Surface Hunt Case 2 Mining EQ.gar 37 45.53 4751.00 189.58 4774.10 91.83 4922.93 178.06 2.192 38 45.00 4751.00 191.16 4774.10 92.79 4922.53 178.06 2.193 39 46.05 4751.00 190.11 4774.10 92.89 4919.62 175.00 2.193 40 45.00 4751.00 188.00 4774.10 89.49 4929.73 184.18 2.193 41 46.05 4751.00 188.53 4774.10 91.24 4923.23 178.06 2.193 42 45.00 4751.00 189.58 4774.10 91.15 4926.14 181.12 2.194 43 45.00 4751.00 1.92.74 4774.10 94.43 4918.88 175.00 2..194 44 45.53 4751.00 190.11 4774.10 92.21 4922.83 178.06 2.195 45 46.58 4751.00 189.05 4774.10 92.30 4919.92 175.00 2.195 46 45.53 4751.00 188.53 4774.10 90.55 4926.44 181.12 2.195 47 45.00 4751.00 191.68 4774.10 93.16 4922.42 178.06 2.196 48 45.53 4751.00 191.68 4774.10 93.85 4919.20 175.00 2.196 49 45.00 4751.00 188.53 4774.10 89.87 4929.63 184.18 2.196 50 46.58 4751.00 188.00 4774.10 91.01 4923.43 178.06 2.196 51 46.05 4751.00 190.63 4774.10 93.26 4919.51 175.00 2.196 52 47.11 4751.00 188.00 4774.10 91.70 4920.22 175.00 2.196 53 46.05 4751.00 189.05 4774.10 91.61 4923.13 178.06 2.196 54 45.00 4751.00 190.11 4774.10 91.52 4926.04 181.12 2.197 55 45.00 4751.00 193.26 4774.10 94.79 4918.77 175.00 2.197 56 45.53 4751.00 190.63 4774.10 92.58 4922.73 178.06 2.197 57 46.58 4751.00 189.58 4774.10 92.67 4919.82 175.00 2.198 58 46.05 4751.00 188.00 4774.10 90.32 4926.63 181.12 2.198 59 45.53 4751.00 189.05 4774.10 90.93 4926.34 181.12 2.198 60 45.00 4751.00 192.21 4774.10 93.53 4922.32 178.06 2.199 61 46.05 4751.00 191.16 4774.10 93.63 4919.41 175.00 2.199 62 47.11 4751.00 188.53 4774.10 92.08 4920.12 175.00 2.199 63 46.05 4751.00 189.58 4774.10 91.99 4923.03 178.06 2.199 64 45.00 4751.00 190.63 4774.10 91.90 4925.95 181.12 2.199 65 45.53 4751.00 191.16 4774.10 92.95 4922.63 178.06 2.200 66 45.00 4751.00 189.05 4774.10 90.25 4929.54 184.18 2.200 67 45.00 4751.00 193.79 4774.10 95.16 4918.66 175.00 2.200 68 46.05 4751.00 188.53 4774.10 90.70 4926.53 181.12 2.201 69 46.58 4751.00 190.11 4774.10 93.05 4919.72 175.00 2.201 70 46.58 4751.00 188.53 4774.10 91.39 4923.33 178.06 2.201 71 45.53 4751.00 188.00 4774.10 89.64 4929.82 184.18 2.201 72 45.53 .4751.00 189.58 4774.10 91.30 4926.24 181.12 2.201 73 45.53 4751.00 192.74 4774.10 94.58 4918.98 175.00 2.201 74 45.53 4751.00 192.21 4774.10 94.22 4919.09 175.00 2.202 75 46.05 4751.00 191.68 4774.10 94.00 4919.30 175.00 2.202 76 45.00 4751.00 191.16 4774.10 92.27 4925.85 181.12 2.202 77 46.05 4751.00 190.11 4774.10 92.36 4922.93 178.06 2.202 78 47.11 4751.00 189.05 4774.10 92.45 4920.02 175.00 2.202 79 45.00 4751.00 189.58 4774.10 90.62 4929.44 184.18 2.203 80 45.53 4751.00 191.68 4774.10 93.32 4922.53 178.06 2.203 81 45.53 4751.00 188.53 4774.10 90.02 4929.73 184.18 2.203 82 47.11 4751.00 188.00 4774.10 91.16 4923.53 178.06 2.203 83 46.58 4751.00 190.63 4774.10 93.42 4919.62 175.00 2.204 84 47.63 4751.00 188.00 4774.10 91.85 4920.32 175.00 2.204 85 45.00 4751.00 188.00 4774,10 88.96 4933.01 187.24 2.204 86 46.58 4751.00 189.05 4774.10 91.76 4923.23 178.06 2.204 87 45.53 4751.00 190.11 4774.10 91.68 4926.14 181.12 2.204 88 45.00 4751.00 194.32 4774.10 95.52 4918.55 175.00 2.204 89 45.00 4751.00 192.74 4774.10 93.90 4922.21 178.06 2.204 90 45.53 4751.00 193.26 4774.10 94.95 4918.88 175.00 2.204 91 45.00 4751.00 191.68 4774.10 92.64 4925.74 181.12 2.205 92 46.05 4751.00 190.63 4774.10 92.73 4922.83 178.06 2.205 93 47.11 4751.00 189.58 4774.10 92.83 4919.92 175.00 2.205 Page 3 Hunt Case 2 Mining EQ.gar 94 46.05 4751.00 189.05 4774.10 91.08 4926.44 181.12 2.205 95 45.53 4751.00 189.05 4774.10 90.40 4929.63 184.18 2.205 96 46.58 4751.00 188.00 4774.10 90.47 4926.72 181.12 2.206 97 45.00 4751.00 190.11 4774.10 91.00 4929.35 184.18 2.206 98 45.00 4751.00 188.53 4774.10 89.34 4932.92 187.24 2.206 99 45.53 4751.00 192.21 4774.10 93.69 4922.42 178.06 2.206 Critical Failure Surface (circle 1) Intersects: XL: 45.00 YL: 4751.00 XR: 188.00 YR: 4774.10 Centre: XC: 91.09 YC: 4919.82 Radius: R: 175.00 Generated failure surface: (20 points) 45.00 4751.00 52.63 4749.10 60.33 4747.55 68.10 4746.34 83.75 4744.97 91.61 4744.82 99.47 4745.02 107.31 4745.57 122.87 4747.73 130.57 4749.33 138.18 4751:27 145.71 4753.56 160.40 4759.13 167.55 4762.40 174.54 4765:99 181.36 4769.90 Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) 75.91 4745.48 115.12 4746.48 153.12 4756.18 188.00 4774.10 Slice X -S Base PoreWater Normal Test X -Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 45.00 2.01 -14.0 4.02 4.14 3 50.00 24.0 260.99 0.00 74.56 1.09 2 49.02 1.11 -14.0 0.98 1.01 3 50.00 24.0 143.70 7.76 159.44 1.09 3 50.00 5.28 -14.0 2.63 2.71 3 50.00 24.0 686.10 96.66 279.43 1.09 4 52.63 12.44 -11.4 3.38 3.45 3 50.00 24.0 1616.99 267.12 500.30 1.06 5 56.01 24.80 -11.4 4.32 4.41 3 50.00 24.0 3208.39 555.39 773.85 1.06 60.33 30.45 -8.8 3.88 3.93 3 50.00 24.0 3917.87 675.91 1040.28 1.05 7 64.21 37.81 -8.8 3.88 3.93 3 50.00 24.0 4850.12 824.01 1287.01 1.05 8 68.10 45.12 -6.3 3.91 3.93 50.00 24.0 5774.21 950.58 1509.28 1.03 9 72.00 51.87 -6.3 3.91 3.93 3 50.00 24.0 6626.84 1055.71 1731.97 1.03 10 75.91 58.52 -3.7 3.92 3.93 50.00 24.0 7465.18 1139.29 1926.77 1.02 11 79.83 64.63 -3.7 3.92 3.93 50.00 24.0 8233.93 1201.31 2125.21 1.02 12 83.75 40.62 -1.1 2.30 2.30 50.00 24.0 5170.07 724.44 2256.61 1.00 13 86.05 51.58 -1.1 2.78 2.78 50.00 24.0 6568.07 884.16 2371.89 1.00 14 88.83 54.31 -1.1 2.78 2.78 3 50.00 24.0 6924.54 893.56 2500.65 1.00 15 91.61 81.06 1.5 3.93 3.93 3 50.00 24.0 10350.77 1257.71 2622.13 1.00 16 95.54 85.80 1.5 3.93 3.93 3 50.00 24.0 10972.57 1233.16 2779.62 1.00 17 99.47 90.00 4.0 3.92 3.93 3 50.00 24.0 11523.95 1187.07 2900.46 0.99 18 103.39 94.03 4.0 3.92 3.93 50.00 24.0 12053.34 1119.40 3033.41 0.99 19 107.31 97.30 6.6 3.90 3.93 50.00 24.0 12484.41 1030.20 3127.30 0.98 20 111.21 100.61 6.6 3.90 3.93 50.00 24.0 12919.41 919.33 3235.48 0.98 21 115.12 81.61 9.2 3.08 3.12 50.00 24.0 10486.75 638.33 3293.94 0.98 22 118.20 123.32 9.2 4.67 4.74 50.00 24.0 15847.59 782.30 3282.76 0.98 23 122.87 98.72 11.8 3.85 3.93 50.00 24.0 12683.03 458.59 3161.55 0.98 24 126.72 95.84 11.8 3.85 3.93 50.00 24.0 12308.59 262.22 3066.17 0.98 25 130.57 63.50 14.3 2.62 2.71 3 50.00 24.0 8152.43 56.48 2949.78 0.98 26 133.19 58.92 14.3 2.50 2.58 3 50.00 24.0 7562.09 0.00 2872.36 0.98 27 135.69 57.41 14.3 2.50 2.58 3 50.00 24.0 7366.30 0.00 2797.73 0.98 28 138.18 63.26 16.9 2.84 2.97 50.00 24.0 8113.30 0.00 2683:17 0.98 29 141.02 60.92 16.9 2.84 2.97 3 50.00 24.0 7809.01 0.00 2582.20 0.98 30 143.86 38.27 16.9 1.84 1.93 2 0.00 35.0 4906.05 0.00 2425.47 0.95 31 145.71 73.66 19.5 3.71 3.93 2 0.00 35.0 9453.93 0.00 2289.98 0.95 32 149.41 68.99 19:5 3.71 3.93 0.00 35.0 8871.33 0.00 2148.95 0.95 33 153.12 62.93 22.0 3.64 3.93 0.00 35.0 8111.24 0.00 1969.23 0.95 34 156.76 57.74 22.0 3.64 3.93 0.00 35.0 7463.17 0.00 1811.82 0.95 35 160.40 51.25 24.6 3.57 3.93 0.00 35.0 6647.88 0.00 1620.78 0.96 36 163.97 45.57 24.6 3.57 3.93 2 0.00 35.0 5939.10 0.00 1448.04 0.96 Page 4 Hunt Case 2 MIning EQ.gar 37 167.55 13.57 27.2 1.16 1.31 0.00 35.0 1775.06 0.00 1309.58 0.96 38 168.71 31.04 27.2 2.91 3.28 1 150.00 22.0 4066.02 0.00 1240.80 1.03 39 171.62 26.79 27.2 2.91 3.28 150.00 22.0 3509.38 0.00 1066.49 1.03 40 174.54 23.98 29.8 3.16 3.64 150.00 22.0 3141.11 0.00 861.54 1.04 41 177.70 19.85 29.8 3.66 4.22 150.00 22.0 2600.80 0.00 606.46 1.04 42 181.36 8.75 32.3 2.84 3.36 150.00 22.0 1145.96 0.00 321.64 1.06 43 184.20 3.81 32.3 3.80 4.50 l 150.00 22.0 499.26 0.00 78.32 1.06 X -S Area: 2259.04 Path Length: 149.33 X -S Weight: 290210.88 GALENA 7:2 Analysis Results Hunt Case 3 MIning.gar Version: 7.2.3.03 Licensee: J & T Consulting Project: Hunt Irrigation Pond File: C:\Galena Models\Hunt Case 3 MIning.gmf Processed: 07 Nov 2022 15:30:10 DATA: Analysis 1 - Case 3 - Mining Slope Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) - Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) - Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) - Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (3 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden 0.00 4777.00 220.00 4777.00 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4763.00 220.00 4763.00 Profile: 3 (2 points) Material beneath: 3 - Clay 0.00 4753.00 220.00 4753.00 Slope Surface (10 points) 0.00 4751.00 50.00 4751.00 119.60 4774.20 181.50 4776.40 183.50 4774.40 184.50 4774.40 Phreatic Surface (2 points) 0.00 4750.00 Failure Surface 220.00 4750.00 148.90 4774.90 186.50 4776.40 Initial circular surface for critical search defined by: XL,XR,R Intersets: XL: 50.00 YL: 4751.00 XR: 180.00 YR: 4776.26 Cenre XC: 69.02 YC 5000.28 Radius: R: 250.00 Variable Restraints Parameter descriptor: Range of variation: 10.00 10.00 150.00 Trial positions within range: 20 20 50 XL XR RESULTS: Analysis 1 - Case 3 Mining Slope Bishop Simplified Method of Analysis - Circular Failure Surface Page 1 175.00 4775.80 220.00 4776.40 Hunt Case 3 MIning.gar Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 3.187 Analysis Summary There were: 18943 successful analyses from a total of 20001 trial failure surfaces 1058 analyses terminated due to unacceptable geometry Critical (minimum) Factor of Safety: 2.79 Results Summary - Lowest 99 Factor of Safety circles Circle X -Left Y -Left X -Right Y -Right Centre Y -Centre Radius FoS 45.00 4751.00 175.00 4775.80 79.64 4922.54 175.00 2.787 <-- Critical Surface 2 45.00 4751.00 176.05 47.75.90 80.33 4922.40 175.00 2.794 3 45.53 4751.00 175.00 4775.80 79.77 4922.62 175.00 2.794 4 45.00 4751.00 175.53 4775.85 79.99 4922.47 175.00 2.795 5 45.53 4751.00 175.53 4775.85 80.11 4922.55 175.00 2.798 6 45.00 4751.00 176.58 4775.95 80.67 4922.33 175.00 2.798 7 45.00 4751.00 175.00 4775.80 79.02 4925.78 178.06 2.801 8 45.00 4751.00 177.11 4775.99 81.02 4922.25 175.00 2.802 9 46.05 4751.00 175.00 4775.80 79.89 4922.70 175.00 2.803 10 45.00 4751.00 175.53 4775.85 79.37 4925.71 178.06 2.805 11 45.53 4751.00 176.58 4775.95 80.80 4922.41 175.00 2.806 12 45.53 4751.00 176.05 4775.90 80.46 4922.48 175.00 2.806 13 45.00 4751.00 177.63 4776.04 81.36 4922.18 175.00 2.806 14 46.05 4751.00 175.53 4775.85 80.23 4922.63 175:00 2.806 15 45.00 4751.00 176.05 4775.90 79.71 4925.65 178.06 2.808 16 45.53 4751.00 175.00 4775.80 79.15 4925.86 178.06 2.810 17 46.05 4751.00 176.05 4775.90 80.58 4922.56 175.00 2.810 18 45.53 4751.00 177.11 4775.99 81.14 4922.34 175.00 2.810 19 45.00 4751:00 178.16 4776.09 81.70 4922.11 175.00 2.810 20 46.58 4751.00 175.00 4775.80 80.01 4922.78 175.00 2.812 21 45.00 4751.00 176.58 4775.95 80.06 4925.58 178.06 2.813 22 45.53 4751.00 175.53 4775.85 79.49 4925.79 178.06 2.814 23 45.00 4751.00 178.68 4776.14 82.04 4922.03 175.00 2.815 24 45.53 4751.00 177.63 4776.04 81.49 4922.27 175.00 2.815 25 46.58 4751.00 175.53 4775.85 80.36 4922.71 175.00 2.816 26 45.53 4751.00 176.05 4775.90 79.84 4925.72 178.06 2.817 27 45.00 4751.00 175.00 4775.80 78.41 4929.02 181.12 2.817 28 46.05 4751.00 176.58 4775.95 80.92 4922.49 175.00 2.817 29 45.00 4751.00 179.21 4776.19 82.38 4921.96 175.00 2.819 30 46.05 4751.00 175.00 4775.80 .79.27 4925.94 178.06 2.819 31 45.53 4751.00 178.16 4776.09 81.83 4922.19 175.00 2.819 32 46.58 4751.00 176.05 4775.90 80.70 4922.64 175.00 2.820 33 45.00 4751.00 177.63 4776.04 80.74 4925.44 178.06 2.820 34 45.53 4751.00 176.58 4775.95 80.18 4925.66 178.06 2.821 35 45.00 4751.00 175.53 4775.85 78.75 4928.95 181.12 2.821 36 47.11 4751.00 175.00 4775.80 80.13 4922.85 175.00 2.821 37 45.00 4751.00 177.11 4775.99 80.40 4925.51 178.06 2.822 38 46.05 4751.00 175.53 4775.85 79.61 4925.87 178.06 .2.823 39 45.00 4751.00 179.74 4776.24 82.72 4921.89 175.00 2.823 40 46.58 4751.00 176.58 4775.95 81.05 4922.57 175.00 2.823 41 46.05 4751.00 177.63 4776.04 81.61 4922.35 175.00 2.823 42 45.53 4751.00 178.68 4776.14 82.17 4922.12 175.00 2.823 43 45.53 4751.00 177.11 4775.99 80.53 4925.59 178.06 2.824 44 45.00 4751.00 176.05 4775.90 79..10 4928.88 .181.12 2.824 45 45.00 4751.00 178.16 4776.09 81.09 4925.37 178.06 2.825 Page 2 Hunt Case 3 MIning.gar 46 47.11 4751.00 175.53 4775.85 80.48 4922.79 175.00 2.825 47 45.53 4751.00 175.00 4775.80 78.53 4929.09 181.12 2.826 48 46.05 4751.00 177.11 4775.99 81.27 4922:42 175.00 2.826 49 46.05 4751.00 176.05 4775.90 79.96 4925.80 178.06 2.826 50 45.00 4751.00 180.26 4776.29 83.06 4921.81 175.00 2.827 51 45.53 4751.00 179.21 4776.19 82.51 4922.05 175.00 2.827 52 46.05 4751.00 178.16 4776.09 81.96 4922.28 175.00 2.828 53 46.58 4751.00 175.00 4775.80 79.39 4926.01 178.06 2.828 54 45.00 4751.00 176.58 4775.95 79.44 4928:82 181.12 2.828 55 45.00 4751.00 178.68 4776.14 81.43 4925.29 178.06 2.829 56 46.58 4751.00 177.11 4775.99 81.39 4922.50 175.00 2.829 57 47.11 4751.00 176.05 4775.90 80.83 4922.72 175.00 2.829 58 45.53 4751.00 175.53 4775.85 78.87 4929.03 181.12 2.830 59 46.05 4751.00 176.58 4775.95 80.30 4925.74 178.06 2.830 60 47.63 4751.00 175.00 4775.80 80.25 4922.93 175.00 2.830 61 45.00 4751.00 180.79 4776.33 83.40 4921.73 175.00 2.831 62 45.00 4751.00 177.11 4775.99 79.79 4928.75 181.12 2.83.1 63 46.58 4751.00 175.53 4775.85 79.73 4925.95 178.06 2.831 64 45.53 4751.00 179.74 4776.24 82.85 4921.97 175.00 2.832 65 46.05 4751.00 178.6B 4776.14 82.30 4922.21 175.00 2.832 66 47.11 4751.00 176.58 4775.95 81.17 4922.65 175.00 2.833 67 45.53 4751.00 177.63 4776.04 80.87 4925.52 178.06 2.833 68 45.00 4751.00 179.21 4776.19 81.77 4925.22 178.06 2.833 69 45.53 4751.00 178.16 4776.09 81.21 4925.45 178.06 2.833 70 45.53 4751.00 176.05 4775.90 79.22 4928.96 181.12 2.833 71 46.05 4751.00 177.11 4775.99 80.65 4925.67 178.06 2.833 72 47.63 4751.00 175.53 4775.85 80.60 4922.87 175.00 2.834 73 46.05 4751.00 175.00 4775.80 78.65 4929.17 181.12 2.834 74 45.00 4751.00 177.63 4776.04 80.13 4928.68 181.12 2.835 75 45.00 4751.00 181.32 4776.38 83.74 4921.66 175.00 2.835 76 46.58 4751.00 176.05 4775.90 80.08 4925.88 178.06 2.835 77 45.53 4751.00 180.26 4776.29 83.20 4921.90 175.00 2.836 78 46.58 4751.00 178.16 4776.09 82.08 4922.36 175,00 2.836 79 46.05 4751.00 179.21 4776.19 82.64 4922.13 175.00 2.836 80 47.11 4751.00 175.00 4775.80 79.51 4926.09 178.06 2.836 81 47.11 4751.00 177.11 4775.99 81.52 4922.58 175.00 2.836 82 45.00 4751.00 175.53 4775.85 78.14 4932.18 184.18 2.837 83 45.53 4751.00 176.58 4775.95 79.56 4928.90 181.12 2.837 84 45.00 4751:00 179.74 4776.24 82.11 4925.15 178.06 2.837 85 45.53 4751.00 178.68 4776.14 81.56 4925.38 178.06 2.837 86 46.05 4751.00 177.63 4776.04 80.99 4925.60 178.06 2.837 87 46.58 4751.00 177.63 4776.04 81.74 4922.43 175.00 2.837 88 47.63 4751.00 176.05 4775.90 80.95 4922.80 175.00 2.838 89 46.05 4751.00 175.53 4775.85 78.99 4929.10 181.12 2.838 90 46.58 4751.00 176.58 47.75.95 80.43 4925.81 178.06 2.839 91 48.16 4751.00 175.00 4775.80 80.37 4923.01 175.00 2.839 92 45.00 4751.00 178.16 4776.09 80.47 4928.61 181.12 2.840 93 45.53 4751.00 180.79 4776.33 83.54 4921.82 175.00 2.840 94 45.00 4751.00 175.00 4775.80 77.79 4932.24 184.18 2.840 95 47.11 4751.00 177.63 4776.04 81.86 4922.51 175.00 2.840 96 45.53 4751.00 177.11 4775.99 79.91 4928.83 181.12 2.840 97 47.11 4751.00 175.53 4775.85 79.85 4926.02 178.06 2.840 98 45.00 4751.00 176.05 4775.90 78.48 4932.11 184.18 2.840 99 46.05 4751.00 179.74 4776.24 82.98 4922.06 175.00 2.840 Critical Failure Surface (circle 1) Intersects: XL: 45.00 YL: 4751.00 XR: Centre: XC: 79.64 YC: 4922.54 Generated failure surface: (20 points) 175.0 YR: Radius: R: Page 3 4775.80 175.00 45.00 4751.00 80.49 4747.54 115.94 4751.34 149.88 4762.25 52.03 4749.73 87.63 4747.72 122.89 4752.97 156.36 4765.25 Hunt Case 3 MIning.gar 59.14 4748.75 66.21 4748.05 94.75 4748.19 101.85 4748.95 129.78 4754.87 136.58 4757.06 162.72 4768.51 168.93 4772.03 Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) 73.34 4747.65 108.92 4750.00 143.28 4759.52 175.00 4775.80 Slice X -S Base PoreWater Normal Test X -Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 45.00 0.57 -10.2 2.50 2.54 3 50.00 24.0 73.47 0.00 33.60 1.05 47.50 1.69 -10.3 2.50 2.54 3 50.00 24.0 220.26 0.00 94.07 1.05 50.00 0.55 -10.2 0.53 0.54 3 50.00 24.0 72.00 0.00 142.63 1.05 50.53 2.34 -10.2 1.50 1.52 3 50.00 24.0 303.89 12.84 212.19 1.05 52.03 11.46 -7.9 3.97 4.01 3 50.00 24.0 1489.26 136.70 385.31 1.03 56.00 14.14 -7.9 3.10 3.13 3 50.00 24.0 1829.64 202.88 603.98 1.03 59.10 21.52 -5.6 3.55 3.57 3 50.00 24.0 2768.37 317.95 791.54 1.02 62.66 26.96 -5.6 3.55 3.57 3 50.00 24.0 3455.09 395.21 987.46 1.02 66.21 32.25 -3.2 3.57 3.57 50.00 24.0 4121.82 456.26 1166.37 1.01 10 69.78 37.21 -3.2 3.57 3.57 50.00 24.0 4745.01 501.20 1342.60 1.01 11 73.34 41.97 -0.9 3.57 3.57 3 50.00 24.0 5342.54 529.82 1499.77 1.00 12 76.91 46.42 -0.9 3,57 3.57 3 50.00 24.0 5899.73 542.22 1656.19 1.00 13 80.49 38.73 1.4 2.76 2.76 3 50.00 24.0 4916.14 417.55 1776.13 1.00 14 83.24 41.07 1.5 2.76 2.76 3 50.00 24.0 5207.82 405.53 1881.43 1.00 15 86.00 25.33 1.4 1.63 1.63 50.00 24.0 3211.41 233.61 1966.87 1.00 16 87.63 58.08 3.8 3.56 3.57 50.00 24.0 7376.74 482.05 2048.63 0.99 17 91.19 61.47 3.8 3.56 3.57 50.00 24.0 7821.60 429.38 2172.01 0.99 18 94.75 64.37 6.1 3.55 3.57 50.00 24.0 8203.38 360.72 2271.10 0.99 19 98.30 67.22 6.1 3.55 3.57 50.00 24.0 8578.13 275.84 2374.46 0.99 20 101.85 69.18 8.5 3.52 3.56 50.00 24.0 8838.16 174.43 2451.56 0.99 21 105.37 71.47 8.5 3.52 3.56 50.00 24.0 9139.42 58.11 2534.35 0.99 22 108.89 73.53 10.8 3.52 3.58 3 50.00 24.0 9412.36 0.00 2590.83 0.99 23 112.41 75.30 10.8 3.52 3.58 3 50.00 24.0 9646.49 0.00 2655.18 0.99 24 115.94 79.94 13.1 3.66 3.76 3 50.00 24.0 10248.36 0.00 2692.54 0.99 25 119.60 71.29 13.1 3.29 3.38 3 50.00 24.0 9140.44 0.00 2672.86 0.99 26 122.89 71.86 15.5 3.44 3.57 0.00 35.0 9215.73 0.00 2503.42 0.97 27 126.33 68.86 15.5 3.44 3.57 0.00 35.0 8842.66 0.00 2402.08 0.97 28 129.78 64.82 17.8 3.40 3.57 0.00 35.0 8337.21 0.00 2268.95 0.97 29 133.18 61.39 17.8 3.40 3.57 0.00 35.0 7909.12 0.00 2152.36 0.97 30 136.58 56.90 20.2 3.35 3.57 0.00 35.0 7347.38 0.00 2006.43 0.98 31 139.93 53.05 20.2 3.35 3.57 0.00 35.0 6866.68 0.00 1875.22 0.98 32 143.28 41.30 22.5 2.81 3.04 0.00 35.0 5361.30 0.00 1728.43 0.98 33 146.09 38.22 22.5 2.81 3.04 2 0.00 35.0 4977.25 0.00 1604.56 0.98 34 148.90 12.61 22.5 0.98 1.06 2 0.00 35.0 1646.64 0.00 1521.84 0.98 35 149.88 19.97 24.8 1.62 1.78 2 0.00 35.0 2611.80 0.00 1445.66 0.99 36 151.50 27.89 24.8 2.43 2.68 150.00 22.0 3653.57 0.00 1384.54 1.03 37 153.93 25.36 24.8 2.43 2.68 150.00 22.0 3321.90 0.00 1256.74 1.03 38 156.36 29.06 27.2 3.18 3.57 150.00 22.0 3806.48 0.00 1089.37 1.05 39 159.54 24.22 27.2 3.18 3.57 150.00 22.0 3173.20 0.00 903.86 1.05 40 162.72 18.77 29.5 3.11 3.57 1 150.00 22.0 2458.22 0.00 702.79 1.06 41 165.82 13.63 29.5 3.11 3.57 1 150.00 22.0 1785:66 0.00 502.83 1.06 42 168.93 8.10 31.8 3.03 3.57 1 150.00 22.0 1061.04 0.00 290.20 1.08 43 171.97 2.70 31.9 3.03 3.57 150.00 22.0 353.74 0.00 76.30 1.08 X -S Area: 1672.78 Path Length: 135.71 X -S Weight: 214791.09 Page 4 GALENA 7.2 Analysis Results Hunt Case 3 MIning EQ.gar Version: 7.2.3.03 Licensee: .J & T Consulting Project: Hunt Irrigation Pond File: C:\Galena Models\Hunt Case 3 MIning EQ.gmf Processed: 07 Nov 2022 15:29:56 DATA: Analysis 1 - Case 3 - Mining Slope EQ Material Properties (3 materials) Material: 1 (Mohr -Coulomb Isotropic) Overburden Cohesion Phi UnitWeight Ru 150.00 22.0 131.00 Auto Material: 2 (Mohr -Coulomb Isotropic) Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 35.0 125.00 Auto Material: 3 (Mohr -Coulomb Isotropic) Clay Cohesion Phi UnitWeight Ru 50.00 24.0 130.00 Auto Water Properties Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (3 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden 0.00 4777.00 220.00 4777.00 Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel 0.00 4763.00 220.00 4763.00 Profile: 3 (2 points) Material beneath: 3 - Clay 0.00 4753.00 220.00 4753.00 Slope Surface (10 points) 0.00 4751.00 181.50 4776.40 Phreatic Surface (2 points) 50.00 4751.00 119.60 4774.20 148.90 4774.90 175.00 4775.80 183.50 4774.40 184.50 4774.40 186.50 4776.40 220.00 4776.40 0.00 4750.00 220.00 4750:00 Failure Surface Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 50.00 YL: 4751.00 XR: 180.00 YR: 4776.26 Centre: XC: 69.02 YC: 5000.28 Radius: R: 250.0O Earthquake Force Pseudo -static earthquake (seismic) coefficient: 0.070 Variable Restraints Parameter descriptor: Range of variation: Trial positions within range: XL XR 10.00 10.00 150.00 Page 1 Hunt Case 3 MIning EQ.gar RESULTS, Analysis 1 - Case 3 - Mining Slope EQ Bishop Simplified Method of Analysis - Circular Failure Surface Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 2.323 Analysis Summary There were: 18943 successful analyses from a total of 20001 trial failure surfaces 1058 analyses terminated due to unacceptable geometry Critical (minimum) Factor of Safety: 2.05 Results Summary - Lowest 99 Factor of Safety circles Circle 3 4 5 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 X -Left Y -Left X -Right Y -Right X -Centre Y -Centre Radius FoS 45.00 4751.00 175.00 4775.80 79.64 4922.54 175.00 2.054 <-- Critical Surface 45.00 4751.00 176.05 4775.90 80.33 4922.40 175:00 2.055 45.00 4751.00 176.58 4775.95 80.67 4922.33 175.00 2.056 45.00 4751.00 177.11 4775.99 81.02 4922.25 175.00 2.057 45.00 4751.00 175.53 4775.85 79.99 4922.47 175.00 2.058 45.00 4751.00 177.63 4776.04 81.36 4922.18 175.00 2.058 45.53 4751.00 175.00 4775.80 79.77 4922.62 175.00 2.058 45.00 4751.00 178.16 4776.09 81.70 4922.11 175.00 2.059 45.53 4751.00 175.53 4775.85 80.11 4922.55 175.00 2.059 45.00 4751.00 178.68 4776.14 82.04 4922.03 175.00 2.061 45.00 4751.00 179.21 4776.19 82.38 4921.96 175.00 2.062 45.53 4751.00 176.58 4775.95 80.80 4922.41 175.00 2.062 45.00 4751.00 179.74 4776.24 82.72 4921.89 175.00 2.063 45.53 4751.00 177.11 4775.99 81.14 4922.34 175.00 2.063 45.53 4751.00 176.05 4775.90 80.46 4922.48 175.00 2.064 45.00 4751.00 180.26 4776.29 83.06 4921.81 175.00 2.064 45.53 4751.00 177.63 4776.04 81.49 4922.27 175.00 2.064 45.00 4751.00 175.00 4775.80 79.02 4925.78 178.06 2.064 46.05 4751.00 175.00 4775.80 79.89 4922.70 175.00 2.065 45.00 4751.00 180.79 4776.33 83.40 4921.73 175.00 2.065 45.00 4751.00 175.53 4775.85 79.37 4925.71 178.06 2.065 45.53 4751.00 178.16 4776.09 81.83 4922.19 175.00 2.065 46.05 4751.00 175.53 4775.85 80.23 4922.63 175.00 2.065 45.00 4751.00 176.05 4775.90 79.71 4925.65 178.06 2.065 45.00 4751.00 181.32 4776.38 83.74 4921.66 175.00 2.066 46.05 4751.00 176.05 4775.90 80.58 4922.56 175.00 2.066 45.00 4751.00 181.84 4776.06 84.50 4921.48 175.00 2.066 45.53 4751.00 178.68 4776.14 82.17 4922.12 175.00 2.066 45.00 4751.00 176.58 4775.95 80.06 4925.58 178.06 2.067 45.53 4751.00 179.21 4776.19 82.51 4922.05 175.00 2.068 45.00 4751.00 182.37 4775.53 85.47 4921.26 175.00 2.068 45.00 4751.00 177.63 4776.04 80.74 4925.44 178.06 2.069 45.53 4751.00 179.74 4776.24 82.85 4921.97 175.00 2.069 46.05 4751.00 176.58 4775.95 80.92 4922.49 175.00 2.069 45.00 4751.00 178.16 4776.09 81.09 4925.37 178.06 2.070 Page 2 Hunt Case 3 Mining EQ.gar 36 45.53 4751.00 180.26 4776.29 83.20 4921.90 175.00 2.070 37 46.05 4751.00 177.63 4776.04 81.61 4922.35 175.00 2.070 38 45.53 4751.00 175.00 4775.80 79.15 4925.86 178.06 2.070 39 45.00 4751.00 184.47 4774.40 88.25 4920.57 175.00 2.071 40 45.00 4751.00 178.68 4776.14 81.43 4925.29 178.06 2.071 41 45.53 4751.00 180.79 4776.33 83.54 4921.82 175.00 2.071 42 46.58 4751:00 175.00 4775.80 80.01 4922.78 175.00 2.071 43 46.05 4751.00 178.16 4776.09 81.96 4922.28 175.00 2.071 44 45.53 4751.00 175.53 4775.85 79.49 4925.79 178.06 2.071 45 45.00 4751.00 177.11 4775.99 80.40 4925.51 178.06 2.071 46 45.53 4751.00 176.05 4775.90 79.84 4925.72 178:06 2.072 47 46.58 4751.00 175.53 4775.85 80.36 4922.71 175.00 2.072 48 45.00 4751.00 179.21 4776.19 81.77 4925.22 178.06 2.072 49 45.53 4751.00 181.32 4776.38 83.88 4921.75 175.00 2.072 50 46.05 4751.00 178.66 4776.14 82.30 4922.21 175.00 2.072 51 45.53 4751.00 176.58 4775.95 80.18 4925.66 178.06 2.072 52 45.53 4751.00 181.84 4776.06 84.63 4921.57 175.00 2.072 53 46.58 4751.00 176.05 4775.90 80.70 4922.64 175.00 2.073 54 45.00 4751.00 179.74 4776.24 82.11 4925.15 178.06 2.073 55 45.53 4751.00 177.11 4775.99 80.53 4925.59 178.06 2.073 56 46.58 4751.00 176.58 4775.95 81.05 4922.57 175.00 2.073 57 46.05 4751.00 179.21 4776.19 82.64 4922.13 175.00 2.073 58 46.05 4751.00 177.11 4775.99 81.27 4922.42 175.00 2.074 59 45.00 4751.00 180.26 4776.29 82.45 4925.08 178.06 2.074 60 45.53 4751.00 182.37 4775.53 85.61 4921.35 175.00 2.074 61 46.05 4751.00 179.74 4776.24 82.98 4922.06 175.00 2.075 62 45.00 4751.00 180.79 4776.33 82.79 4925.00 178.06 2.075 63 45.00 4751.00 182.89 4775.01 86.44 4921.02 175.00 2.075 64 45.53 4751.00 178.16 4776.09 81.21 4925.45 178.06 2.075 65 46.56 4751.00 177.11 4775.99 81.39 4922.50 175.00 2.075 66 46.05 4751.00 180.26 4776.29 83.33 4921.98 175.00 2.076 67 45.00 4751.00 181.32 4776.38 63.13 4924.93 178.06 2.076 68 45.00 4751.00 175.00 4775.80 78.41 4929.02 181.12 2.076 69 45.53 4751.00 178.68 4776.14 81.56 4925.38 176.06 2.076 70 46.05 4751.00 175.00 4775.80 79.27 4925.94 178.06 2.076 71 45.00 4751.00 181.84 4776.06 83:90 4924.76 178.06 2.076 72 45.53 4751.00 164.47 4774.40 88.40 4920.67 175.00 2.077 73 45.00 4751.00 175.53 4775.85 78.75 4928.95 181.12 2.077 74 46.58 4751.00 178.16 4776.09 82.08 4922.36 175.00 2.077 75 46.05, 4751.00 180.79 4776.33 83.67 4921.91 175.00 2.077 76 45.53 4751.00 177.63 4776.04 80.87 4925.52 178.06 2.077 77 47.11 4751.00 175.00 4775.80 80.13 4922.85 175.00 2.077 78 46.05 4751.00 175.53 4775.85 79.61 4925.87 178.06 2.077 79 45.00 4751.00 176.05 4775.90 79.10 4928.86 181.12 2.077 80 45.00 4751.00 183.42 4774.48 87.40 4920.79 175.00 2.077 81 45.53 4751.00 179.21 4776.19 81.90 4925.31 178.06 2.078 82 46.05 4751.00 176.05 4775.90 79.96 4925.80 178.06 2.078 83 46.05 4751.00 181.32 4776.38 84.01 4921.83 175.00 2.078 84 45.00 4751.00 176.58 4775.95 79:44 4928.82 181.12 2.078 85 45.53 4751.00 182.89 4775.01 86.58 4921.12 175.00 2.078 86 46.58 4751.00 178.68 4776.14 82.43 4922.29 175.00 2.078 87 47.11 4751.00 175.53 4775.85 80.48 4922.79 175.00 2.078 88 45.00 4751.00 182.37 4775.53 84.88 4924.54 178.06 2.078 89 45.00 4751.00 177.11 4775.99 79.79 4928.75 161.12 2.079 90 46.05 4751.00 176.58 4775.95 80.30 4925.74 178.06 2.079 91 45.53 4751.00 179.74 4776.24 82.24 4925.23 178.06 2.079 92 46.05 4751.00 181.64 4776.06 84.77 4921.66 175.00 2.079 Page 3 Hunt Case 3 MIning EQ.gar 93 47.11 4751.00 176.05 4775.90 80.83 4922.72 175.00 2.079 94 45.00 4751.00 177.63 4776.04 80.13 4928.68 181.12 2.079 95 45.00 4751.00 184.47 4774.40 87.70 4923.87 178.06 2.079 96 46.05 4751.00 177.11 4775.99 80.65 4.925.67 178.06 2.079 97 46.58 4751.00 179.21 4776.19 82.77 4922.22 175.00 2.079 98 46.58 4751.00 177.63 4776.04 81.74 4922.43 175.00 2.080 99 47.11 4751.00 176.58 4775.95 81.17 4922.65 175.00 2.080 Critical Failure Surface (circle 1) Intersects: XL: 45.00 YL: 4751.00 XR: 175.00 YR: 4775.80 Centre: XC: 79.64 YC: 4922.54 Radius: R: 175.00 Generated failure surface: (20 points) 45.00 4751.00 52.03 4749.73 59.10 4748.75 66.21 4748.05 80.49 4747.54 87.63 4747.72 94.75 4748.19 101.85 4748.95 115.94 4751..34 122.89 4752.87 129.78 4754:87 136.58 4757.06 149.88 4762.25 156.36 4765.25 162.72 4768.51 168.93 4772.03 Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) 73.34 4747.65 108.92 4750.00 143.28 4759.52 175.00 4775.80 Slice X -S Base PoreWater Normal Test X -Left Area Angle Width Length Mail Cohesion Phi Weight Force Stress Factor 1 45.00 0.57 -10.2 2.50 2.54 3 50.00 24.0 73.47 0.00 35.17 .1.06 2 47.50 1.69 -10.3 2.50 2.54 3 50.00 24.0 220.26 0.00 96.28 1.06 3 50.00 0.55 -10.2 0.53 0.54 3 50.00 24.0 72.00 0.00 145.36 1.06 4 50.53 2.34 -10.2 1.50 1.52 3 50.00 24.0 303.89 12.84 215.58 1.06 5 52.03 11.46 -7.9 3.97 4.01 3 50.00 24.0 1489.26 136.70 389.09 1.04 6 56.00 14.14 -7.9 3.10 3.13 3 50.00 24.0 1829.64 202.88 609.31 1.04 7 59.10 21.52 -5.6 3.55 3.57 3 50.00 24.0 2768.37 317.95 796.17 1.03 8 62.66 26.96 -5.6 3.55 3.57 3 50.00 24.0 3455.09 395.21 993.08 1.03 9 66.21 32.25 -3.2 3.57 3.57 3 50.00 24.0 4121.82 456.26 1170.13 1.01 10 69.78 37.21 -3.2 3.57 3.57 3 50.00 24.0 4745.01 501.20 1346.88 1.01 11 73.34 41.97 -0.9 3.57 3.57 3 50.00 24.0 5342.54 529.82 1501.08 1.00 12 76.91 46.42 -0.9 3.57 3.57 3 50.00 24.0 5899.73 542.22 1657.63 1.00 13 80.49 38.73 1.4 2.76 2.76 3 50.00 24.0 4916.14 417.55 1773.66 0.99 14 83.24 41.07 1.5 2.76 2.76 50.00 24.0 5207.82 405.53 1878.78 0.99 15 86.00 25.33 1.4 1.63 1.63 3 50.00 24.0 3211.41 233.61 1964.10 0.99 16 87.63 58.0B 3.8 3.56 3.57 3 50.00 24.0 7376.74 482.05 2041.09 0.99 17 91.19 61.47 3.8 3.56 3.57 3 50.00 24.0 7821.60 429.38 2163.95 0.99 18 94.75 64.37 6.1 3.55 3.57 50.00 24.0 8203.38 360.72 2257.45 0.98 19 98.30 67.22 6.1 3.55 3.57 50.00 24.0 8578.13 275.84 2360.05 0.98 20 101.85 69.18 8.5 3.52 3.56 50.00 24.0 8838.16 174.43 2430.89 0.98 21 105.37 71.47 8.5 3.52 3.56 3 50.00 24.0 9139.42 58.11 2512.72 0.98 22 108.89 73.53 10.8 3.52 3.58 3 50.00 24.0 9412.36 0.00 2562.64 0.98 23 112.41 75.30 10.8 3.52 3.58 3 50.00 24.0 9646.49 0.00 2626.26 0.98 24 115.94 79.94 13.1 3.66 3.76 3 50.00 24.0 10248.36 0.00 2657.01 0.98 25 119.60 71.29 13.1 3.29 3.38 3 50.00 24.0 9140.44 0.00 2637.56 0.98 26 122.89 71.86 15.5 3.44 3.57 0.00 35.0 9215.73 0.00 2446.61 0.95 27 126.33 68.86 15.5 3.44 3.57 0.00 35.0 8842.66 0.00 2347.56 0.95 28 129.78 64.82 17.8 3.40 3.57 2 0.00 35.0 8337.21 0.00 2210.03 0.95 29 133.18 61.39 17.8 .3.40 3.57 2 0.00 35.0 7909.12 0.00 2096.45 0.95 30 136.58 56.90 20.2 3.35 3.57 2 0.00 35.0 7347.38 0.00 1947.71 0.95 31 139.93 53.05 20.2 3.35 3.57 2 0.00 35.0 6866.68 0.00 1820.36 0.95 32 143.28 41.30 22.5 2.81 3.04 0.00 35.0 5361.30 0.00 1672.19 0.95 33 146.09 38.22 22.5 2.81 3.04 0.00 35.0 4977.25 0.00 1552.33 0.95 34 148.90 12.61 22.5 0.98 1.06 0.00 35.0 1646.64 0.00 1472.32 0.95 35 149.88 19.97 24.8 1.62 1.78 2 0.00 35.0 2611.80 0.00 1393.84 0.95 Page 4 Hunt Case 3 Mining EQ.gar 36 151.50 27.89 24.8 2.43 2.68 1 150.00 22.0 3653.57 0.00 1346.00 1.01 37 153.93 25.,36 24.8 2.43 2.68 1 150.00 22.0 3321.90 0.00 1221.00 1.01 38 156.36 29.06 27.2 3.18 3.57 1 150.00 22.0 3806.48 0.00 1054.13 1.02 39 159.54 24.22 27.2 3.18 3.57 150.00 22.0 3173.20 0.00 873.09 1.02 40 162.72 18.77 29.5 3.11 3.57 l 150.00 22.0 2458.22 0.00 674.48 1.03 41 165.82 13.63 29.5 3.11 3.57 150.00 22.0 1785.66 0.00 479.79 1.03 42 168.93 8.10 31.8 3.03 3.57 1 150.00 22.0 1061.04 0.00 271.25 1.05 43 171.97 2.70 31.9 3.03 3.57 150.00 22.0 353.74 0.00 63.47 1.05 X -S Area: 1672.78 Path Length: 135.71 X -S Weight: 214791.09 APPENDIX D J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation•Pond • Slope Stability Analysis O r t. N N a N (Q a_ +r N a) h - c Q cD E Co C 11) a) U) C CU a. 0) C 0 C CU a) P:122008 Hu LEGEND: 305 Denver Avenue - Suite D Fort Lupton, CO 80621 303-857-6222 WELD COUNTY ROAD 40 SECTION LINE PROPER _ Y LINE PERMIT BOUNDARY MINING LIMIT STOCKPILE AREA TEST PIT LOCATION 300 150 0 300 J-2 Contracting Company Hunt Irrigation Pond Test Pit Location Map SCALE IN FEET Date: 11.9.22 Job No: 22008 Drawn: TPY Scale: 1" = 300' Sheet: 1 Of: 1 Hunt Irrigation Pond Test Pit Logs TP2 4766 4764 4762 4757 4750 TP1 Topsoil 2 Overburden 3 4 Fine Sand 5 6 7 8 9 Pit Run 10 11 12 13 14 15 16 G Water 17 4773 4772 4763 4753 4750 Topsoil Overburden Clay Caliche 2 3 4 5 6 7 8 9 10 Pit Run 11 12 13 14 15 16 17 18 19 20 Fat Clay 21 22 23 G Water 24 4766 4762 4757 4748 TP3 Topsoil 1 2 3 4 Fine Sand 5 6 7 8 9 Pit Run 10 11 12 13 14 15 16 17 18 G Water 19 APPENDIX E J&T Consulting, Inc. J-2 Contracting Company— Hunt Irrigation Pond Slope Stability Analysis Peak Acceleration (%g) with 2% Probability of Exceedance in 50 Years USGS Map, Oct. 2002rev 125°w 50°N 125cw 120°w 120°w 115°W 110°W 105°W ° 95°W 100V 50°N 100°W 95°W 300 200 160 120 80 60 50 40 30 20 18 16 14 12 10 8 6 4 2 0 ADDENDUM 1— Required On -Site Notice Rule 1.6.2(1)(b) The enclosed notice below is an example you may wish to use for the required on -site notice in accordance with Rule 1.6.2(1)(b). NOTICE This site is the location of a proposed mining operation. J-2 Contracting Company (Name of the Applicant/Operator), whose address and phone number is 105 Coronado Ct., Unit A-101 Fort Collins, Co 80525, (970) 219-3916 (Address and Phone Number of the Applicant/Operator), has applied for a Reclamation Permit with the Colorado Mined Land Reclamation Board. Anyone wishing to comment on the application may view the application at the Weld County Clerk and Recorder's Office, 1250 H St, Greeley, co 80631 (Clerk and Recorder's Office Address), and should send comments prior to the end of the public comment period to the Division of Reclamation, Mining, and Safety, 1313 Sherman St., Room 215, Denver, Colorado 80203. Certification: I, Chris Leone hereby certify that I posted a sign containing the above notice for the proposed permit area known as the (Name of Operation) Hunt Irrigation Pond on (Date Posted) !3'1551? i, /1li5 /zd PERFORMANCE WARRANTY The enclosed performance warranty below is required to be fully executed and filed will the 111(1)(b) application packet. COLORADO Division of Reclamation, Mining and Safety Department of Natural Resources 1313 Sherman Street, Room 215 Denver, CO 80203 PERFORMANCE WARRANTY Permittee/Operator: J-2 Contracting Company Operation known as Hunt Irrigation Pond Permit Number: This form is approved by the Colorado Mined Land Reclamation Board ("Board") pursuant to C.R.S. 34-32-117 of the Colorado Mined Land Reclamation Act and C.R.S. 34-32.5-117 of the Colorado Land Reclamation Act for the Extraction of Construction Materials. All parties are on Notice from this Document that: The above listed Operator provides this warranty to the Board in conjunction with a reclamation Permit to conduct the above described mining operation on certain lands in Colorado. The "Affected Lands" are described in the above listed reclamation Permit, and include any Permit Amendment(s) approved by the Division of Reclamation Mining and Safety ("Division"). The Colorado Mined Land Reclamation Act, C.R.S. 34-32-101 et seq. ("Hard Rock Act"), and the Colorado Land Reclamation Act for the Extraction of Construction Materials, C.R.S. 34-32.5-101 et seq. ("Construction Materials Act"), both require a permit issued by the Board to include a written promise by the Operator to comply with all requirements of the Hard Rock and Construction Materials Acts (referred to herein together as "Acts"). Through the terms and conditions of this performance warranty and Permit, the Operator agrees to be bound by all requirements of the Acts and all Mineral Rules and Regulations of the Board for Hard Rock, Metal, and Designated Mining Operations (2 C.C.R. 407-1) and all Mineral Rules and Regulations of the Board for the Extraction of Construction Materials (2 C.C.R. 407-4) (referred to herein together as "Rules"). The Operator hereby provides the Board warranties of performance pursuant to C.R.S. 34-32-117(2), (3), and (4)/C.R.S. 34-32.5-117(2), (3), and (4), and promises the Board it will comply with all applicable requirements of the Acts and Rules. The Operator hereby promises the Board it will comply with all of the terms of the reclamation Permit, including any Permit Amendment(s) approved by the Division. This performance warranty obligation of the Operator shall continue until the Operator's liability is released by the Board. The Operator promises to be responsible for reclamation costs up to the amount established by the Board and incorporates its financial warranty to this performance warranty. The Operator agrees to maintain a financial warranty (or warranties) in good standing for the reclamation costs for the entire life of the 1313 Sherman Street, Room 215, Denver, CO 80203 P 303.866.3567 F 303.832.8106 http://mining.state.co.us John W. Hickenlooper, Governor I Robert W. Randall, Executive Director I Virginia Brannon, Director Permit. The amount of the financial warranty shall be sufficient to assure the completion of reclamation of affected lands if the Division has to complete such reclamation due to forfeiture. If the Board determines the Operator is in default under this performance warranty and the Operator fails to cure such default, the Operator's financial warranty shall be subject to forfeiture pursuant to C.R.S. 34-32-118/34-32.5-118. This performance warranty by the Operator is perpetual and shall remain in full force and effect until all obligations have been met and all associated financial warranty is released by the Board. Any release of liability ina succession of Operators shall comply with C.R.S. 34-32-119/34-32.5-119. The provisions hereof shall bind and inure to the benefit of the parties hereto and their successors and assigns. SIGNED, SEALED AND DATED this /. rill day of AXI V AC gkr- , 20 Z -Z. . Operator: Signature: Name: Title: J-2 Contracting Company Chris Leone President NOTARIZATION OF OPERATOR'S ACKNOWLEDGEMENT STATE OF 444 ) COUNTY OF �d� �� ) The foregoing instrument was acknowledged before me this i/,,c day ofK , 20 (Day) by Chris Leone as President (Name) of J-2 Contracting Company ss. APPROVED: State of Colorado Mined Land Reclamation Board Division of Reclamation, Mining and Safety By: Division Director Rev. 7-2018 Date: Page 2 of 2 (Month) (Year) (Title) Affidavit of Authority The enclosed affidavit of authority below is required to be fully executed with any type of financial warranty form and filed will the 111(1)(b) application packet. COLORADO Division of Reclamation, Mining and Safety Department of Natural Resources 1313 Sherman Street, Room 215 Denver, CO 80203 Documentation of Legal Authority to Execute Financial Warranty Documents The Colorado Mined Land Reclamation Board ("Board") has adopted the attached Affidavit of Authority to Execute Financial Warranty Documents pursuant to the Mined Land Reclamation Act (C.R.S. § 34-32-101 et. seq.) and the Land Reclamation Act for the Extraction of Construction Materials (C.R.S. § 34-32.5-101 et. seq.). The Board and the Division of Reclamation Mining and Safety ("Division ") have determined that, in order to carry out the financial warranty requirements set forth in C.R.S. §§ 34-32-117 and 34-32.5-117 with reasonable diligence, it is prudent to verb the legal authority of the individual signing all necessary documents. Accordingly, you must provide confirmation of the legal authority of the individual signing all Financial Warranty Documents to the Division. You may do so either by submitting a resolution of the decision -making body of your company that authorizes an individual to sign the Financial Warranty Documents on the company's behalf, or by completing and notarizing the attached affidavit. The Division reserves the right to require the attached affidavit in all circumstances. Please note that if you are a sole proprietor who is executing documents on your own behalf documentation of legal authority is unnecessary. 1313 Sherman Street, Room 215, Denver, CO 80203 P 303.866.3567 F 303.832.8106 http://miningstate.co.us John W. Hickenlooper, Governor I Robert W. Randall, Executive Director I Virginia Brannon, Director Affidavit of Authority to Execute Financial Warranty Documents Before me this day, the undersigned Chris Lease [name of authorized person], in his/her capacity as President [title of authorized person] ("Affiant"), personally appeared and, being first duly sworn upon oath said: 1. This affidavit is being executed and submitted on behalf of J-2 Contracting Company [name of business organization], a(n) Corporation [legal form of business organization, e.g., corporation, partnership, limited liability company, etc.], in good standing in the State of Colorado (the "Company"). 2. It is in the interest of the Company to execute certain financial warranty documents associated with file number (DRMS file number), which are required by the Colorado Mined Land Reclamation Board and Division of Reclamation Mining and Safety pursuant to Colorado law ("Financial Warranty Documents"). Affiant is duly authorized to sign such Financial Warranty Documents on behalf of the Company and to bind the Company to the same. 4. Affiant is not prohibited or limited by the Company's governing documents or by any applicable law from executing the Financial Warranty Documents. 5. Affiant will inform the Division of Reclamation Mining and Safety within thirty (30) days in the event that his/her authorization to execute Financial Warranty Documents on the Company's behalf is terminated. Further, Affiant sayeth not. Chris Leone Affiant's Name STATE OF 4,17,44.) ss.: COUNTY OF fam, GT The foregoing instrument was acknowledged before me this ALday of 0160;41704.7 T' , 401.2. by Chris Leone as President of J-2 Contracting Company CAROL L SHIMA NOTARY PUBLIC .. - STATE OF 12a ommi- NOTARY iD Z 1 MY COMMISSION EXPIASMARCH 12, 2025 50118 MinAffidavitAuthority.docx Rev. 08/16 ary Public Expires 6 t 0"2 Hello