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Home My WebLink About20231102.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT $ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: PROPERTY INFORMATION Is the property mlrrpntly in vinlatinn?nNn /MVPs Vinlatinn C:asP Ni'mhpr- Parcel Number Site Address: Multiple Parcels (See attached site description) Legal Description: PT S2NW4 30-4-66 LOT B REC EXEMPT RE -4849 Multiple Parcels (See attached site description) Section: 30 , Township 4 N, Range 66 W Zoning District: ag Acreage: 48.38 Within subdivision or townsite?nNo /QYes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain['No /ElYes Geological Hazard[ No /QYes Airport OverlayQNo / f Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary) Name: Company: HS Land and Cattle LLC Phone #: 1I 3 7 Email: if /, C , i; Street Address: PO Box 366 City/State/Zip Code: Gilcrest, CO 80623 Z --t: i.Z 7/2 2 CH-' C; r-rL- APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan (consultant) or Eric Leigh (miner) Company: Civil Resources, LLC or Monarch Mountain Minerals and Aggregates, LLC. Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form s' ned by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indi . 'Vie signatory has the legal authority to sign for the corporation. Signature .7C// Print 77 7 /2 2Z ate Signature sG Z /T o%losv u. Print 7 Date 12/15/21 9 PROPERTY DESCRIPTION — Monarch DENM Gravel Mine Parcels: 105718000026, 105718000036, 105719100004, 105719000018, 105719100003, 105719100001, 105719100002, 105719000006, 105719000023, 105719000021, 105719300009, 105730200052, 105730200047. PARCEL I: The SE 1/4 of the NE 1/4 and the NE 1/4 of the SE 1/4 and the S 1/2 of the SE 1/4 of Section 18, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado Except those portions as described in Deeds recorded: November 20, 1939 in Book 1053 at Page 65 and October 14, 1958 in Book 1515 at Page 120 and August 6, 1959 in Book 1537 at Page 632 PARCEL II: The N 1/2 of the NE 1/4 and the E 1/2 of the NW 1/4 and the N 1/2 of the SW 1/4 of Section 19, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado Except those portions as described in Deeds recorded: January 7, 1941 in Book 1072 at Page 569 and January 30, 2013 at Reception No. 3906536 PARCEL III: Lots A and C Recorded Exemption No. 1057 -19 -4 -RE -2714, recorded June 30, 2000 at Reception No. 2777983, being the Southeast 1/4 of Section 19, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado PARCEL IV: Lot B, Recorded Exemption No. 1057-19-3 RE -4932, recorded October 23, 2009 at Reception No. 3655695, being a part of the S 1/2 of the SW 1/4 of Section 19, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado And Lot B, Recorded Exemption No. 1057-30-2 RE -4931, recorded October 23, 2009 at Reception No. 3655694, being a part of the N 1/2 of the NW 1/4 of Section 30, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado PARCEL V: Lot B, Recorded Exemption No. 1057-30-2 RE -4849, recorded December 23, 2008 at Reception No. 3596407, being a part of the S 1/2 of the NW 1/4 of Section 30, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado PARCEL VI: Lot B, Recorded Exemption No. 1057-19-01 RE -4379, recorded July 24, 2006 at Reception No. 3405196, being a part of the S 1/2 of the NE 1/4 of Section 19, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado PARCEL VII: Lot A, Recorded Exemption No. 1057-19-01 RE -4379, recorded July 24, 2006 at Reception No. 3405196, being a part of the S 1/2 of the NE 1/4 of Section 19, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado Said described Parcels contains 799.497 Acres, more or less (±). Address: DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM I, , We Eric Leigh { ) �I'/ �{ /��-//G,��,.�give permission to (Owner — please prim (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: 105718000026, 105718000036, 105719100004, 105719000018, 105719100003, 105719100001, 105719100002, 105719000006, 105719000023, 105719000021, 105719300009, 105730200052, 105730200047 Legal Description: multiple portions of Section 18,19,30 , Township 4 N, Range 66 W Subdivision Name: NA Lot Block _ Property Owners Information: 6. IL Phone: ? E-mail: Authorized Agent/Applicant Contact Information: Address: 5 Concourse Pkwy, Suite 1900, Atlanta, GA 30328 Phone: 720-289-5584 E -Mail: eric.leigh@quikrete.com Correspondence to be sent to: Owner O Authorized Agent/Applicant El by: Mail 1 i Email Additional Info: The proposed mine is a gravel lease. Attached is a signed lease with the current owner and Monarch Mountain Minerals and Aggregates. 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 tofthe best of my (our) knowledge. rri /Date Date Owner Signature // Owner ' ignatlsr�__ Subscribed and sworn to before me this /2 day of /1/1/1. f/ , fh?1'�f1 i?/6/2.9- My commission expires MICHELE RARMIJO NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20084006878 MY COMMISSION EXPIRES DECEMBER 8, 2022 , 20 by ✓frLcaLezar 4171.4 Notary Public I, (We), (Owner — please p t) DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM //ouln. give permission to Kyle Regan (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at (address or parcel number) below: 105718000026, 105718000036, 105719100004, 105719000018, 105719100003, 105719100001, 105719100002, 105719000006. 105719000023. 105719000021. 105719300009. 105730200052. 105730200047 Legal Description: multiple portions of Section 18,19,30 , Township 4 N, Range 66 W Subdivision Name:NA Lot Block Property Owners Information: Address: Phone: f /L ' f E-mail: Authorized Agent/Applicant Contact Information: Address: 8308 Colorado Blvd, Suite 200, Firestone, CO 80504 Phone: 303-833-1416 ext 10 E -Mail: Kyle@civilresources.com Correspondence to be sent to: Owner © Authorized Agent/Applicant El by: Mail 1 t Email Additional Info: The proposed mine is a gravel lease. Attached is a signed lease with the current owner and Monarch Mountain Minerals and Aggregates. 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. / Date Owner Signature Date 7 1 Owner *nature ' Subscribed and sworn to before me this °� day of 'Aar, An -try /(4°r!�/ My commission expires " Jtt.....41.7- ,20 012. Notary Public MICHELE R ARMIJO NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20084006878 MY COMMISSION EXPIRES DECEMBER 6, 2022 by USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 1 _ 0 0 _ 0 0 1 Site Address: 20609 SH 60 Legal Description: PT S2NE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 8.76 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 1 _ 0 0 _ 0 0 2 Site Address: 20609 SH 60 Legal Description: PT S2NE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 69.24 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 0 3 Site Address: 21421 SH 60 Legal Description: PT N2NE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 5.18 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 0 4 Site Address: 21421 SH 60 Legal Description: N2NE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 77.19 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 0 6 Site Address: 12497 COUNTY ROAD 25 1/2 WELD Legal Description: 17135 N2SW4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 78.48 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 3 _ 0 0 _ 0 0 9 Site Address: na Legal Description: S2SW4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 45.69 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 1 8 Site Address: 21421 SH 60 Legal Description: 17138 E2NW4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 81.88 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 2 1 Site Address: na Legal Description: PT SE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 4.90 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 9 _ 0 _ 0 0 _ 0 2 3 Site Address: 20203 HIGHWAY 60 WELD Legal Description: PT SE4 Section: 19 , Township 4 N, Range 66 W Zoning District: ag Acreage: 154.01 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 3 0 _ 2 _ 0 0 0 4 7 Site Address: na Legal Description: PT S2NW4 30-4-66 LOT B REC EXEMPT RE -4849 (1.57D) Section: 30 , Township 4 N, Range 66 W Zoning District: ag Acreage: 48.38 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport Overlay❑No /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 3 0 _ 2 _ 0 0 0 5 2 Site Address: na Legal Description: PT N2NW4 30 4 66 LOT B REC EXEMPT RE -4931 EXC UPRR CO RES Section: 30 , Township 4 N, Range 66 W Zoning District: ag Acreage: 74.65 Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard0 No /❑Yes Airport OverlayENo /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No /❑Yes Violation Case Number: Parcel Number: 1 0 5 7 _ 1 8 _ 0 _ 0 0 _ 0 2 6 Site Address: 21421 SH 60 Legal Description: The SE 1/4 of the NE 1/4 and the NE 1/4 of the SE 1/4 and the S 1/2 of the SE 1/4 Section: 18 , Township 4 N, Range 66 W Zoning District: ag Acreage: Within subdivision or townsite? ❑No /❑Yes Name: Water (well permit # or water district tap #): Sewer (On -site wastewater treatment system permit # or sewer account #): Floodplain ENo /EYes Geological Hazard❑ No /❑Yes Airport OverlayENo /❑Yes PROJECT USR Use being applied for: Construction Materials Mine and Developed Water Storage Name of proposed business: Monarch DENM Gravel Mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Eric Leigh Company: Monarch Mountain Minerals and Aggregates, LLC Phone #: 720-289-5584 Email: eric.leigh@quikrete.com Street Address: 5 Concourse Pkwy, Suite 1900 City/State/Zip Code: Atlanta, GA 30328 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources, LLC Phone #: 303.833.1416 x210 Email: kyle@civilresources.com Street Address: 8308 Colorado Blvd, Suite 200 City/State/Zip Code: Firestone, CO 80504 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for the corporation. Signature Date Signature Date Print Print 12/15/21 9 Control No. 08039950 STATE OF GEORGIA Secretary of State Corporations Division 313 West Tower 2 Martin Luther King, Jr. Drive Atlanta, Georgia 30334-1530 CERTIFICATE OF AMENDMENT NAME CHANGE I, Brian P. Kemp, the Secretary of State and the Corporations Commissioner of the State of Georgia, hereby certify under the seal of my office that QUIKRETE MATERIALS, LLC a Domestic Limited Liability Company has filed articles/certificate of amendment in the Office of the Secretary of State on 12/07/2011 changing its name to MONARCH MOUNTAIN MINERALS AND AGGREGATES, LLC and has paid the required fees as provided by Title 14 of the Official Code of Georgia Annotated. Attached hereto is a true and correct copy of said articles/ certificate of amendment. WITNESS my hand and official seal in the City of Atlanta and the State of Georgia on December 7, 2011 3:4Plves-0 Brian P. Kemp Secretary of State Control No: 08039950 Date Filed: 12107/2011 03:35 PM Brian P. Kemp Secretary of State Brian f'. Kemp Secretary Of State Office Of The Secretary Of State Corporations Division Articles Of Amendment To Articles of Organization Article One The Name Of The Limited Liability Company Is: Quikrete Materials, LLC Article Two The Date The Articles Of Organization Were Filed Was: May 19, 2008 Article Three The Limited Liability Company Hereby Adopts The Following Amendment To Change The Name Of The Organization. The New Name Of The Organization Is: Monarch Mountain Minerals and Aggregates, LLC IN WITNESS WHEREOF, the undersigned has cuted these Artie es Of Amendment " SI nature And Capacity in which December 7, 2011 (Date) { g p tY signing) 17.;RS(A4_62 i aCCrt)/Z Form CD 110 State of Georgia ihii�imhii OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF FACT OF GOOD STANDING I, Jena Griswold, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, Monarch Mountain Minerals and Aggregates, LLC is an entity formed or registered under the law of Georgia has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20081294396 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 11/19/2021 that have been posted, and by documents delivered to this office electronically through 11/22/2021 n 13:55:40 . I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 11/22/2021 @ 13:55:40 in accordance with applicable law. This certificate is assigned Confirmation Number 13601805 . Secretary of State of the State of Colorado *********************************************End of Certificate******************************************** Notice: A certificate issued electronically from the Colorado Secretary of State's Weh site is fully and immediately valid and effective. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validate a Certificate page of the Secretary of State's Web site, http: !www.sos.state.co.us bi: Cert icateSeaichCrtterta.do entering the certificate's confirmation number displayed on the certificate, and following the instructions displayed. Confirming the issuance of a certificate is merely optional and is not necessary to the valid and effective issuance of a certificate. For more information, visit our Web site, http: www.sos.state.co.lis click "Businesses, trademarks, trade names" and select "Frequently Asked Questions." CIVIL RESURCES, LLC ENGINEERS & PLANNERS MEMORANDUM TO: Department of Planning, Weld County File — Monarch DENM Gravel Mine FROM: Civil Resources, LLC DATE: July 15th, 2022 RE: Use By Special Review Questionnaire The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with "not applicable", with an explanation as to why the question is not applicable. The application requirements are outlined in Section 23-2-260 and Chapter 23, Article IV, Division 4, of the Weld County Code. The application shall contain the following information. USE BY SPECIAL REVIEW PLANNING QUESTIONNAIRE 1.Explain the proposed use and business name. The site is known as the Monarch DENM Gravel Mine("The Site") and will be operated by Monarch Mountain Minerals and Aggregates, LLC(MMMA). The proposed us of the site is a construction aggregate mine and water storage. 2. Explain the need for the proposed use. The sand and gravel reserves at the Site will be used as construction aggregates for Quikrete's line of commercial products. The site will be reclaimed as agricultural land and developed water storage which will provide much needed water to agriculture in the area as well as other uses. 3. Describe the current and previous use of the land. The property is historically agricultural, pivot irrigated crops and dry land crops. 4. Describe the proximity of the proposed use to residences. There are twelve residences located more than 200' and less than 500' from the proposed mine limit that surround the property. There is one residence more than 150' and less than 200' away from the proposed mine limit, the Poncelow Family Living Trust house located south west of Cell 3. There is one residence more than 100' and less than 200' away from the mine limit, the Karbowski/Brave house located north of the Siltation Pond. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. The surrounding land uses are sand and gravel mining and agricultural. After mining is complete the reclaimed land will allow for continued farming and provide water storage for the area. 6. Describe hours of operation. The mining operations typically operate six days per week, Monday through Saturday, 6:00 a.m. to 6:00 p.m. These normal hours of operation are occasionally supplemented by after-hours maintenance of equipment. In addition, the aggregate facility will operate and trucks will be loaded six days per week, Monday through Saturday, 24 hours a day. 7. Describe the number of employees including full-time, part-time, and contractors. If shift work is proposed, detail the number of employees, scheduled and duration of shifts. A crew of 6 to 8 members will perform mining and aggregate processing 323 FIFTH STREET • FREDERICK, COLORADO 80530 • PHONE: 303.833.1416 • FAX: 303.833.2850 Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrs work. Mining work is a daytime operation. Office staff may include a single scale operator, and an additional 2 to 4 persons housed in the shop and office facility depending on circumstances at the time. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. In addition to persons working at the site, as described in response to the question above, the primary source of additional visits will be truck drivers receiving loads for delivery off -site. The aggregate operation is estimated to generate up to 250 trips per day (i.e., 125 outbound loaded trucks), up to 6 days per week. Incidental trips — on the order of 20 to 40 trips per day— are expected from vendors, mechanics, inspectors and others with occasional business at the site. The facility is not open to the general public. 9. List the types and maximum number of animals to be on the site at any one time. Not applicable. 10. List the types and number of operating and processing equipment. Off -road, "yellow -iron" vehicles are an integral part of aggregate operations. Up to 4 loaders and 1 or 2 excavators and a bulldozer would be typical at this site. Off -road haul trucks may also be used at various times throughout the life of the mine. A number of scrapers, up to 6, may be used to open the mine (i.e., to strip overburden). The only road -tagged vehicles that would be stored at the site would be 2 to 4 pickup trucks to aid in operations. Aggregate haulers using both tandem dump trucks and, more typically, open -dump semi tractor -trailers are expected throughout the life of the mine. 11. List the types, number and uses of the existing and proposed structures. Proposed permanent improvements include four slurry walls for dry mining and post -mining water storage, and associated infrastructure to distribute water to and from water storage facilities. A permanent drying and screening building and silos will be located at the site south of the entrance. Other improvements include an office/shop, an aggregate plant, a scale and scale house, all with associated parking. The primary driveway to the aggregate will temporarily include signage, lighting, fencing/screening and landscaping. Parking will be located next to office and plant facilities. 12. Describe the size of any stockpile, storage or waste areas. The site will include a surge stockpile and two overburden stockpiles (see the Site Map for stockpile locations), both of which will be approximately 10 acres in size. Topsoil will be stored in berms around the mining cells to be used in reclamation. Equipment will be stored in the mine area. A 20 ft x 20 ft trash collection area will be adjacent to the parking area in the northeast side of the site. 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associate with the proposed use. All debris and waste has been removed from the site. Trash will be picked up weekly. 14. Include a timetable showing the periods of time required for the construction of the operation. Phase 1(Freshwater and silt ponds): The Operator will wet mine the freshwater and silt ponds. Mining will begin in the siltation pond and progress to the freshwater pond. The average rate of mining is expected to be approximately 750,000 tons per year. Given these rates it is expected that mining in Stage 1 will take approximately 1 1/2 to 2 years. The freshwater and siltation ponds will remain open during the life of the mine and will be reclaimed following the cessation of mining at the site. Phase 2(Ce111): Assuming the same mining rates as Phase 1, Phase 2 is expected to take 4 to 5 years. Phase 3(Ce112): Assuming the same mining rates, Phase 3 is expected to take approximately 6 to 7 years. Phase 4(Ce113): Assuming the same mining rates, Phase 4 is expected to take approximately 13 to 14 years. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrS Phase 5(Ce114): Assuming the same mining rates, Phase 5 is expected to take approximately 10 to 11 years. 15. Describe the proposed and existing lot surface type and the square footage of each type. The existing lot is agricultural fields. The fields will remain until they are mined out after which they will be slurry wall line cells mined down to bedrock. A 100 ft by 200 ft parking area is proposed in the plant area and by the offices on the west of Cell 4. Dirt access roads will be utilized throughout the site. 16. How many parking spaces are proposed? How many handicap -accessible parking spaces are proposed? Approximately 20 parking spaces are proposed for employees and any visitors to the site. 1-2 of these spaces will be handicap - accessible parking spaces. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. There is existing barb wire fencing along the southern boundary of Cell 3 along Weld County Road 42. Fencing will be installed along Weld County Road 42 west of Weld County Road 25.5 on the north and south side of the road and along Highway 60. 18. Describe the existing and proposed landscaping for the site. The remaining above grade portions will be reclaimed to dryland and agricultural with no additional landscaping. 19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. The proposed use of the reclaimed land will be developed water storage, and agricultural. The Cells will be mined and reclaimed at a 3:1 slope. Disturbed areas not used as water storage will have a minimum of 6" of top soil and will be revegetated with the approved seed mix. Reclamation will begin in each phase when mining in that phase is complete except for phase 1 which will be reclaimed last. 20. Describe the proposed fire protection measures. Fire protection will be provided by the Mountain View Fire District. The site facilities and equipment will be provided with fire extinguishers. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The site is consistent with Chapter 22, Article 5 Section 80 of the Weld County Code, "General Commercial Mineral Deposits("aggregate") and Ore Mineral Resources Goals and Policies" to promote the reasonable and orderly exploration and development of mineral resources and to promote the reuse of reclaimed aggregate quarries for water storage. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. The area is zoned Agricultural. The proposed use is consistent with Chapter 23, Article 3, Division 1. A, which allows for open pit mining in Agricultural Zone Districts. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The Town of Gilcrest Comprehensive Plan has the site designated for Agricultural/Large Lot which is compatible with the reclaimed use of water storage. The area along the river is designated as open space which is also compatible with water storage reservoirs. 24. Explain how this proposal impacts the protection of the health, safety and welfare of inhabitants of the neighborhood and the County. CDPHE air and water divisions closely regulate on and off -site impacts from dust, odor, runoff, etc. The site is generally surrounded by other aggregate operations or agriculture, and distance to other residences is generally expected to attenuate any on -site noise or visual impact. The proposed operation will at all times comply with relevant statutes and ordinances concerning these nuisance factors. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krS-LRCrs 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. The site has three irrigation pivots that will be removed as mining progresses to those locations. The Western Mutual Ditch bisects Cells 1 and 2 and is planned to remain in place. Each phase will continue to be farmed while mining is occurring in other phases. 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District. Not Applicable 27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. • DRMS Permit M2022-009 — The applicant holds a DRMS permit • CDPS Permit — The applicant is in the process of applying for a discharge permit. • Air Emissions Permit — The applicant is in the process of applying to an Air Emissions Permit with the CDPHE. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrS USE BY SPECIAL REVIEW ENVIRONMENTAL HEALTH QUESTIONNAIRE 1. Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the water bill. The Operator will utilize bottled drinking water and portable toilets instead of a sewage disposal system. 2. Discuss the existing and proposed sewage disposal system. The Operator will utilize portable toilets instead of a sewage system. 3. If storage or warehousing is proposed, what type of items will be stored? Storage at the site will include: Sand and gravel stockpiles, sand silos and a warehouse for bagged and palettized dried sand . Equipment will be stored in the mine pit or plant area. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. The site will have an SPCC at all times. No hazardous chemicals are necessary or used in the proposed operation. Petroleum products typical for the operation of heavy equipment(i.e., lubricants) and fuel will be stored in a secure enclosure within or near the shop facility. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. Fuel will be stored on site by the aggregate plant. The quantity and size of the tank will be determined at a later date and will be covered by a Spill Prevention Control and Countermeasure(SPCC) plan. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. Trucks and equipment will be washed near the plant or in the open mine pits and will managed in accordance with the site's Stormwater Management Plan. 7. If there will be floor drains, indicate how the fluids will be contained. There will be no floor drains at the site. 8. Indicate if there will be any air emissions. Air emissions will consist of dust and particulate matter associated with mining operations. The site will apply for an air emissions permit with the Colorado Department of Public Health and Environment prior to mining operations. 9. Provide a design and operations plan if applicable. Not Applicable 10. Provide a nuisance management plan if applicable. Not Applicable Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrS USE BY SPECIAL REVIEW PUBLIC WORKS QUESTIONNAIRE 1. Describe the access location and applicable use types of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. There are no access permits listed on the Weld County Portal. MMMA is currently applying for an access permit with CDOT for the site at the intersection of Weld County Road 44 and Highway 60. This access point is currently used as an oil and gas lease and farming access road. 2. Describe and changes to an existing access, if applicable. Gates and tracking devices will be added to the proposed access points. Road improvements will be made in accordance with CDOT requirements. 3. Describe in detail any existing or proposed access gate including its locations. Access gates will be installed on the access point at Weld County Road 44 and Highway 60 and will be located 35' from the edge of the roadway. The gate location is depicted on the USR map. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include approximate distance each access is from an intersecting county road. ➢ Ap13-00200 Tomm Owens (WCR 44) —1,293 east of intersection of WCR 44 and SH-60 ➢ AP22-00135 CAW Equities C/O Jalisco Intl. (WCR 44) — 2,103 feet east of intersection of WCR 44 and SH-60 ➢ AP15-00067 Kreps Wiedeman (WCR 42) — 481 feet east of intersection of WCR 42 and SH-60 ➢ AP15-00291 Brent and Fawn Greybill (WCR 42) — 721 feet west of intersection of WCR 42 and SH-60 ➢ AP15-00291 Brent and Fawn Greybill (WCR 42) —1,191 feet west of intersection of WCR 42 and SH-60 ➢ AP19-00496 Patrick and Sheryl Maroney (WCR 25.5)- 1,955 feet south of intersection of WCR 42 and WCR 25.5 ➢ AP12-00146 Gary Hammer (WCR 25.5) — 2,423 feet south of intersection of WCR 42 and WCR 25.5 ➢ AP12-00146 Gary Hammer (WCR 25.5) — 2,635 feet south of intersection of WCR 42 and WCR 25.5 ➢ AP12-00046 Plumb Ridge (WCR 25.5) — 2,635 feet south of intersection of WCR 42 and WCR 25.5 ➢ APOG19-0034 Donald Meining C/O PDC Energy Inc (WCR 25.5) — 2,665 feet south of intersection of WCR 42 and WCR 25.5 ➢ AP13-00354 PDC Energy Inc (WCR 25.5) —1,921 feet north of intersection of WCR 40 and WCR 25.5 ➢ AP13-00354 PDC Energy Inc (WCR 25.5) —1,921 feet north of intersection of WCR 40 and WCR 25.5 ➢ AP15-00156 Lacey Jo Mirus (WCR 40) — 468 feet west of intersection of WCR 40 and WCR 25.5 ➢ AP14-00220 Land Pro (WCR 40) — 468 feet west of intersection of WCR 40 and WCR 25.5 ➢ AP14-00220 Land Pro (WCR 25) — 410 feet north of intersection of WCR 40 and WCR 25 ➢ AP14-00220 Land Pro (WCR 25) — 468 feet south of intersection of WCR 40.5 and WCR 25 ➢ AP11-00125 Byron Schmunk (WCR 25) — 216 feet south of intersection of WCR 40.5 and WCR 25 ➢ AP12-00046 Plumb Ridge (WCR 25) — Directly east of intersection of WCR 40.5 and WCR 25 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. The site has good line of sight from the proposed access points. See the attached Traffic Impact Study for more details. 6. Describe any horizontal curve in the vicinity of an existing or proposed access. The county roads and State Highway 60 all follow along sections lines and are straight in the vicinity of all access points. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII kFS�LRCFS 7. Describe the topography of the road in the vicinity of an existing or proposed access. State Highway 60 drops to the north, is flat to the south and flat along Weld County Road 44. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrS USE BY SPECIAL REVIEW MINING QUESTIONNAIRE 1. Describe any active mining permits that the applicant holds within Weld County. The applicant does not hold any active mining permits other than this site in Weld County. 2. Describe the types, numbers and purpose of structures that will be built on -site and any operation and processing equipment and vehicles to be utilized, including overhead and below -surface conveyors and whether temporary or permanent. Proposed permanent improvements include four slurry walls for dry mining and post -mining water storage, and associated infrastructure to distribute water to and from water storage facilities. Most improvements will be present for the life or mining (including reclamation); improvements include an office, an aggregate plant, a drying and screening building and a dried sand warehouse. Dirt access roads will be constructed at the site as well as a ditch crossing. Overhead conveyors will be utilized to move aggregate from each cell to the plant site. Overhead conveyor crossings will be build either over or under Weld County Road 42 and the Western Mutual Ditch. The primary driveway to the aggregate plant will temporarily include signage, lighting, fencing/screening and landscaping as determined over the course of review. Parking will be located next to office and plant facilities. Equipment to be used: Scrapers, Dozers, Motor Graders, Excavators, Loaders and pick up trucks. 3. Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. A crew of 6 to 8 members will perform mining and aggregate processing work. Mining work is a daytime operation. Office staff may include a single scale operator, and an additional 2 to 4 persons housed in the shop and office facility depending on circumstances at the time. 4. Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. In addition to persons working at the site, as described in response to the question above, the primary source of additional visits will be truck drivers receiving loads for delivery off -site. The aggregate operation is estimated to generate up to 250 trips (i.e., 125 outbound loaded trucks), up to 6 days per week. Incidental trips — on the order of 20 to 40 trips per day — are expected from vendors, mechanics, inspectors and others with occasional business at the site. The facility is not open to the general public. 5. Explain if the operation will involve a wet or dry pit and/or a slurry wall. Phases 2 through 5 will be slurry wall lined and dry mined. Stage 1 will be wet mined to establish the freshwater ponds and siltation pond. 6. Describe the size of the area (by acreage and depth) to be worked at any one time. The site will be mined in 4 stages. After each stage is completed the stage will be reclaimed and mining will begin on the next stage. The estimated depth to bedrock is 50-60 feet. Stage 1: Freshwater and Siltation Ponds (48 acres) Stage 2: Cell 1 (36 acres) Stage 3: Cell 2 (57 acres) Stage 4: Cell 3 (98 acres) Stage 5: Cell 4 (83 acres) 7. Describe the estimated timeframe that will be required for the various stages of the operation including site preparation, site construction, pit and stockpile development, mining and reclamation. Phase 1(Freshwater and silt ponds): The Operator will wet mine the freshwater and silt ponds. Mining will begin in the siltation pond and progress to the freshwater pond. The average rate of mining is expected to be approximately 750,000 tons per year. Given these rates it is expected that mining in Stage 1 will take Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krs-LRCrs approximately 1 1/2 to 2 years. The freshwater and siltation ponds will remain open during the life of the mine and will be reclaimed following the cessation of mining at the site. Phase 2(Ce111): Assuming the same mining rates as Phase 1, Phase 2 is expected to take 4 to 5 years. Phase 3(Ce112): Assuming the same mining rates, Phase 3 is expected to take approximately 6 to 7 years. Phase 4(Ce113): Assuming the same mining rates, Phase 4 is expected to take approximately 13 to 14 years. Phase 5(Ce114): Assuming the same mining rates, Phase 5 is expected to take approximately 10 to 11 years. Reclamation will begin after completion in each stage and will be performed concurrently with mining in the next stage. 8. Describe the type of material and the depth and thickness of the mineral deposit to be mined and the thickness of growth medium and or overburden to be removed and stockpiled. The deposit consists mainly of sand and gravel with some lenticular clay deposits. The depth to bedrock ranges from 13 feet deep near the river to 58 feet deep to the east side of the site. Overburden is mainly sandy silt grading in to silty sand averaging approximately four feet in depth. 9. Describe the proposed use of reclaimed lands and an explanation of the reclamation process, including if any water storage is proposed post -reclamation. The proposed use of the reclaimed land will be developed water storage, agricultural, and wildlife habitat. The finished slopes of the reservoir will be no steeper than 3:1 for slopes mined at a 3:1. Disturbed areas not used as water storage will have a minimum of 6" of top soil and will be revegetated with the approved seed mix. 10. Explain and justify any request to operate beyond the standard Mining Operations Policies per Section 23-4-290.A and /or B of the Weld County Code. Such waivers may be considered and approved by the Board of County Commissioners. Not Applicable 11. List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exit points. The site entrance/exit point will be located off of State Highway 60 at the intersection with Weld County Road 44. Most traffic will utilize State Highway 60. Monarch Mountain Minerals and Aggregates, LLC July 2022 CIVII krS-1,LRCrS LEASE AGREEMENT This LEASE AGREEMENT (this "Lease") is made as of August 1O, 2021 (the "Effective Date"), by and between HS LAND AND CATTLE, LLC, a Colorado limited liability company ("Landlord"), and MONARCH MOUNTAIN MINERALS & AGGREGATES, LLC, a Georgia limited liability company ("Tenant"). RECITALS WHEREAS, Landlord owns the surface and mineral estates in and to an approximately 712 acres of real property located in Weld County, CO, which is more particularly shown and described on Exhibit "A" attached hereto, together with all mineral rights on and beneath the real property, all rights to all other substances on and beneath the real property, all roads, all rights and easements appurtenant to or benefiting the real property and all other appurtenances thereto (the "Property"), but excluding any water rights, buildings and other improvements thereof; and WHEREAS, Tenant desires to lease from Landlord the Property, for the purposes and on the terms and conditions set forth herein, but primarily for mining, exploration, development and production of sand, gravel, rock and other quarry products from and under the Property (the "Materials"), but excluding natural gas, petroleum, gold and precious minerals. Gold and precious minerals will be addressed under a separate agreement, if at all. NOW, THEREFORE, in consideration of the foregoing, the parties do hereby agree as follows: 1. Lease. Subject to the terms, provisions and conditions hereof, Landlord does hereby lease and rent exclusively unto Tenant, and Tenant does hereby lease and rent from Landlord, the Property. 2. Permitting; Due Diligence. In addition to any other conditions contained in this Lease, Tenant's obligations under this Lease are subject to and conditioned upon the satisfaction (or waiver by Tenant) of the following conditions precedent: (a) For a period of from and after the Effective Date (the "Permitting Period"), Tenant intends, at Tenant's sole cost and expense, to take such action as may be necessary to obtain all licenses, permits and other approvals necessary for Tenant to conduct its operations as contemplated in this Lease. Tenant may extend the Permitting Period by provided Tenant provides written notice to Landlord not later than 30 days prior to the expiration of the Permitting Period (or any extension thereof). Landlord agrees, at no cost to Landlord, to reasonably cooperate with Tenant in order for Tenant to obtain such license, permits and approvals. (b) During the Permitting Period, Tenant may, at Tenant's sole cost and expense, obtain a title commitment issued by a national title insurance company reasonably 1 acceptable to Tenant, showing that, as of the Effective Date, Landlord holds fee simple title to the Property and the Materials, together with legible and complete copies of all recorded documents referenced therein (collectively, the "Title Commitment"). In the event Tenant desires to obtain a leasehold title insurance policy based on the Title Commitment, Tenant shall be responsible for the payment of the title insurance premium therefor and Landlord agrees to execute such affidavits and other documents as may be required by such title company as a condition to its issuance of the leasehold title insurance policy. Tenant shall furnish Landlord with copies of any Title Commitment or title policy obtained by Tenant. (c) During the Permitting Period, Tenant shall, at Tenant's sole cost and expense, obtain a boundary survey prepared by a licensed land surveyor reasonably acceptable to Tenant (the "Survey") showing the boundary lines of the Property. The Survey shall otherwise be prepared in accordance with all applicable laws, rules and regulations. Tenant shall furnish Landlord with a co • of the Surve obt ' am ed b Tenant. (d) Tenant shall have the privilege during the existence of the Permitting Period of entering the Property with Tenant's agents, representatives or designees to inspect, examine, survey and undertake all engineering, environmental, or other tests which it may deem necessary or advisable. Landlord shall in no way be liable or responsible for any activities of Tenant within the Property, and Tenant shall do nothing which might create any lien or encumbrance upon the Property. Should anyone attempt to file a lien against the Property by reason of Tenant's activities, Tenant shall have the same canceled and discharged of record within ten (10) days after Tenant is first notified of the filing thereof Tenant hereby indemnifies and agrees to hold Landlord harmless from and against any and all liens which may arise as a result of Tenant's activities within the Property and against any and all claims for death or injury to persons or damage to properties arising out of or as a result of Tenant's going into the Property pursuant to the provisions of this Section 2(d) or otherwise. This indemnity shall survive any termination of this Lease. Tenant agrees to furnish to Landlord with the results of any testing conducted on the Property by Tenant pursuant to this Section 2(d), 3. Term. Provided Tenant has not provided a Termination Notice, the Lease term shall commence on the next calendar day after the last day of the Permitting Period (or such earlier 2 date as Tenant notify Landlord in writing) (the "Commencement Date") and shall terminate ten (10) years from the Commencement Date (the "Initial Term"). Notwithstanding the foregoing, if during the Term, Tenant determines, in the exercise of its reasonable business judgment, that Materials can no longer be economically extracted and removed from the Property, then Tenant may, upon thirty (30) days written notice to Landlord, terminate this Lease. Provided that no Event of Default has occurred and is then continuing, Tenant shall have four (4) option(s) (each, a "Renewal Option") to renew this Lease for additional terms of ten (10) year terms each (each, a "Renewal Term") by giving written notice to Landlord no later than sixty (60) days prior to the expiration of the Initial Term or the Renewal Term, as applicable. Upon Tenant's exercise of any Renewal Option in accordance with the terms hereof, the Tenn of the Lease shall be extended on the same terms and conditions as set forth herein, except that upon the exercise of a Renewal Option, the number of Renewal Options remaining shall be reduced accordingly. As used herein, the "Term" of this Lease shall mean the Initial Term and any Renewal Term(s) exercised in accordance with this Section 3, 4, Rent; Other Payments. Tenant covenants and agrees to pay Landlord the following payments for use of the Property: 3 (g) The Monthly Rent or Delayed Royalty, as applicable, shall be payable in arrears on the fifteenth (151x') business day of each calendar month. All rent payable hereunder shall be prorated on a daily basis for any partial month during the Term. Tenant shall keep written records of the amounts of Materials extracted and removed from the Property and such records shall be made available to Landlord upon its reasonable request for the purpose of verifying such amounts. Tenant shall have title to the Materials once they are extracted from the Property. 4 (h) Any amount due to Landlord hereunder which is not paid on the due date thereof shall bear interest at a per annum rate equal to ten percent (10%) for the period commencing from the due date to, but not including, the date on which such amount is paid. 5. Taxes. Landlord hereby agrees to pay all ad valorem or other real estate taxes imposed, levied or assessed against the Property arising during the period before the Term hereof, and Landlord represents and warrants that any and all such taxes due and owing on or prior to the Effective Date have been paid in full. Tenant hereby agrees to pay all ad valorem or other real estate taxes imposed, levied or assessed against the Property (excluding any improvements (other than Tenant Improvements)) arising during the Term hereof. Tenant hereby also agrees to pay, as additional rent, all taxes, assessments and governmental impositions which are imposed, levied or assessed against any personal property, machinery or equipment situated in, on or about the Property which belongs to Tenant or to any subtenant or other party lawfully claiming by through or under Tenant. In addition, Tenant shall pay any taxes or assessments due on the Materials extracted by Tenant. All such taxes, assessments and governmental impositions shall be paid prior to delinquency or the date penalties accrue thereon. If either party fails to pay such amounts timely, the other party may (but shall not be obligated to) pay any such amounts on the defaulting parties behalf, in which event the entire amount so paid shall be due and payable on demand from the defaulting party to the party which paid such amounts, together with interest at a per annum rate equal to twelve percent (12%) until repaid. 7. Utilities. Tenant hereby agrees to pay, directly to the utilities company furnishing same, all charges for or attributable to electric, gas and water utilized by Tenant on the Property during the Term. Landlord hereby represents and warrants that all utilities required for the mining of Materials from the Property in the manner currently or most recently mined enter the Property from adjoining public streets or by way of valid and transferrable private easements, and all utility lines and facilities are installed and operating, and all installation and connection charges have been paid in full. 8. Indemnity. Tenant hereby agrees to defend, indemnify and hold harmless Landlord from any and all claims, suits, actions, losses, liabilities, expenses and damages (including but not limited to reasonable attorneys' fees) ("Claims") for injury to or death of any person, or for damage to any property, to the extent resulting from or arising out of any negligent act or omission of Tenant or Tenant's contractors, employees or invitees occurring during the Term on or about the Property; provided Tenant shall have no obligations under this Section 8 with respect to (a) Claims to the extent arising from the negligence or more culpable conduct of 5 Landlord or any person or entity acting by, through or under Landlord, (b) Claims to the extent arising from events or circumstances existing or occurring prior to the Commencement Date, or (c) Claims settled by Landlord without the prior written consent of Tenant. The indemnification provisions in this Section 8 shall survive the expiration of this Lease. 9. Hazardous Materials. (a) Tenant shall abide by all Federal, state and local statutes, ordinances, codes and regulations, now existing or hereinafter enacted (collectively, "Hazardous Materials Laws") governing the use, handling, depositing or disposal of hazardous or toxic substances (collectively, "Hazardous Materials") during the Term. Landlord (i) represents and warrants that the Property is in compliance with all Hazardous Materials Laws as of the Effective Date, and (ii) shall be solely responsible for remediating any Hazardous Materials as may exist on the Property as of the Effective Date hereof. (b) Tenant shall indemnify, defend and hold harmless Landlord from and against any and all Claims to the extent arising out of the use, handling, depositing or disposal of Hazardous Materials on the Property during the Term, such indemnity to include all costs, expenses and liabilities associated with the remediation thereof or incurred in connection with each Claim with respect thereto, including, without limitation, reasonable attorney's fees and expenses. The indemnity of Tenant contained in this Section 9(b) shall survive the termination of this Lease. 10. Maintenance. During the Term, Tenant hereby agrees to maintain the Property and the Tenant Improvements (as hereinafter defined) in accordance with applicable laws and to make all repairs and replacements necessitated from the use and occupancy by Tenant of the Property for purposes of maintaining the Property in compliance with such applicable laws. During the Term, Tenant shall at all times keep and maintain the Property in a clean, orderly and sanitary condition and shall ensure its use of the Property is in compliance with applicable environmental rules and regulations. Safe and proper storage of all mined materials must be provided by Tenant. 11. Net Lease. It is intended that the Monthly Rent and other amounts payable hereunder by Tenant will be paid by Tenant and will be received by Landlord without any deduction, abatement, setoff, claim or counterclaim whatsoever by Tenant except as otherwise expressly permitted under this Lease. Tenant shall be responsible for all severance or other taxes related to its mining, production, and sales operations. 12. Use. (a) During the Term, Tenant and any permitted subtenant shall have all rights and privileges incident to ownership of the Property, including without limitation, the right to explore, develop, and mine the Property; to remove, crush, screen, and process Materials from the Property; to store the Materials on the Property; to manufacture, sell and distribute products made from the Materials; to sell or otherwise dispose of Materials from the Property; to place dirt, over- burden and other materials upon the Property; and the unrestricted right of ingress and egress at all times to the Property, pursuant to all of the terms of this Lease. In furtherance thereof, Tenant shall have the right to erect or have others erect, operate and maintain on the Property plants, buildings, fixtures and/or attachments necessary or convenient to the operations carried on by 6 Tenant on the Property; the right to install, operate and maintain on the Property power lines, poles, guy wires, water lines and other similar installations necessary or convenient to the operations carried on by Tenant on the Property and/or on other adjoining property leased or owned by Tenant; and the right to go in and out freely from the Property and/or other adjoining property leased or owned by Tenant, including the right to widen and improve existing roads and construct new roads, through and over the Property, in the manner that is most convenient for the operations of Tenant on the Property and/or on other adjoining property leased or owned by Tenant (collectively, the "Tenant Improvements"). The Tenant Improvements shall be constructed in compliance, in all material respects, with all applicable laws, permits and ordinances. The Tenant Improvements (excluding, for clarification purposes, any mobile and movable plants, buildings and equipment) shall become fixtures on the Property and shall remain with the Property at the termination of this Lease, unless Landlord advises Tenant to remove all or part of such Tenant Improvements, in which case, Tenant shall then do so at its expense on or before the expiration of earlier termination of this Lease. (b) Tenant may install, maintain, replace, and remove during the Term of this Lease any and all machinery, equipment, tools, and facilities which it may desire to use in connection with its activities on the Pro pert and/or on ad'oinin ■ro •ert owned or leased b Tenant. (c) Tenant shall acquire all federal, state and county permits required for its operations on the Property, as well as any required performance, reclamation or other bonds necessary to perform its operations. Landlord agrees, at no cost to Landlord, to reasonably cooperate with Tenant in order for Tenant to obtain such permits. Unless the same are transferred to Tenant, Landlord agrees to take any and all actions as may be necessary to maintain any water and water well rights and permits in full force and effect for the entire Term of this Lease. 13. Activities of Tenant. Tenant shall comply, in all material respects, with all applicable laws, rules and regulations of the United States and the State of Colorado relating to its use, occupancy and operations on the Property. Tenant shall not use, occupy or permit to be used 7 or occupied any portion of the Property for any purpose that is illegal. All development and activities of Tenant shall be conducted in such a manner as to prevent the pollution of potable or fresh water and the damage to the portion of the Property where there are no mining operations. Tenant agrees to conduct all operations in such a manner as is consistent with good mining practices. 14. Reclamation. Upon the expiration or earlier termination of this Lease, Tenant shall reclaim the portion of the Property disturbed by Tenant pursuant to this Lease in material compliance with all applicable laws and in material compliance with any reclamation plan entered into by Tenant. The mined areas will be reclaimed for future use as water storage vessels, either by use of slurry wall, clay liner, or other acceptable method, as feasible based on site conditions and the Tenants operational requirements. 15. Assignment and Sublease. Except as otherwise expressly set forth below, Tenant shall not assign or sublease the Property without the consent of Landlord, which consent shall not be unreasonably withheld, conditioned or delayed. Notwithstanding any other provision contained in this Lease to the contrary, Tenant may transfer its interest in this Lease or sublet all or a part of the Property to the following types of entities without the written consent of Landlord; provided, that Tenant shall have provided at least 90 days' prior written notice to Landlord, Tenant shall have obtained any required consents of applicable governmental authorities and any such assignment or sublease must be in compliance with Colorado law, including regulatory approval and the requirements of C.R.S. 34-32.5-119: (a) any affiliate of Tenant; provided, Tenant shall remain jointly liable with any such entity under this Lease; (b) any corporation, limited partnership, limited liability partnership, limited liability company or other business entity in which or with which Tenant, or its corporate successors or assigns, is merged or consolidated, in accordance with applicable statutory provisions governing merger and consolidation of business entities; or (c) any corporation, limited partnership, limited liability partnership, limited liability company or other business entity acquiring all or substantially all of Tenant's assets. 16. Tenant's Default. 8 17. Landlord's Remedies. 18. Landlord's Default. Landlord agrees that Tenant shall have the right in the event of default by Landlord to make payments on an encumbrance on the Property or obligations to pay taxes that directly threaten Tenant's possession of the Property. In the event Tenant makes such payments, Tenant may elect to offset such payments against sums due Landlord under this Lease. Notice of any Landlord default and opportunity to cure of not less than 90 days must be provided by Tenant to Landlord before Tenant may exercise any other rights and remedies as to any such claimed default. 19. Dispute Resolution. Landlord and Tenant agree that if a dispute arises between Landlord and Tenant in respect of this Lease (excluding failure to make payments when due): (a) Landlord and Tenant shall first attempt to resolve said dispute through discussions among responsible representatives of Landlord and Tenant, each acting reasonably and in good faith; (b) failing resolution of such dispute pursuant to Section 19(a) within 30 days of the commencement of such discussions, the Parties shall submit such dispute to an experienced mediator reasonably acceptable to Landlord and Tenant. The costs of any such mediation shall be shared equally by Landlord and Tenant; and (c) failing resolution of such dispute pursuant to Section 19(b) within 120 days of the commencement of such discussions contemplated by Section 19(a), either Landlord or Tenant may proceed with a civil lawsuit in the courts described in Section 24. 9 20. Condition of the Property. TENANT ACKNOWLEDGES AND AGREES, EXCEPT AS OTHERWISE EXPRESSLY PROVIDED IN THIS LEASE, THAT LANDLORD MAKES NO REPRESENTATIONS OR WARRANTIES AS TO THE PROPERTY AND THAT LANDLORD SHALL NOT BE REQUIRED TO MAKE ANY REPAIRS, ALTERATIONS, ADDITIONS OR IMPROVEMENTS IN OR TO THE PROPERTY. TENANT IS LEASING AND ACCEPTS THE PROPERTY "AS IS", WITH ALL FAULTS AND DEFECTS, KNOWN OR UNKNOWN, LATENT OR PATENT, WITHOUT ANY REPRESENTATION OR WARRANTY, ORAL OR WRITTEN, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE, HABITABILITY, MERCHANTABILITY, SUITABILITY OR QUALITY, AND IN SOLE RELIANCE ON TENANT'S OWN INDEPENDENT INSPECTION, INQUIRY AND/OR INVESTIGATION. 21. Notices. All notices required or permitted hereunder shall be in writing and shall be given by depositing the same in the United States mail, certified, return receipt requested, or by recognized overnight delivery service, or by delivering same in person. For purposes of a notice the addresses of Landlord and Tenant are as follows: Landlord: HS Land & Cattle, LLC P.O. Box 366 Gilcrest, Colorado 80623-0366 Tenant: Monarch Mountain Minerals & Aggregates, LLC Five Concourse Parkway Suite 1900 Atlanta, GA 30328-6111 Attn: Legal Department Notices so mailed shall be effective from and after three business days after being mailed certified mail, return receipt requested, or upon receipt from overnight delivery or hand delivery. Landlord and Tenant may change their respective addresses for notice by giving not less than five (5) days prior written notice thereof in the manner set forth above. 22. Successors and Assigns. This Lease shall be binding upon and shall inure to the benefit of the parties hereto and their successors and permitted assigns. 23. Miscellaneous. This Lease constitutes the entire agreement between Landlord and Tenant with respect to the subject matters of this Agreement and supersedes all prior or contemporaneous oral or written agreements concerning such subject matter. This Agreement may be amended only by a written document duly executed by both parties. Fax and electronically transmitted signatures shall have the same force and effect as original signatures. Each party 10 represents and warrants to the other party that the individual signing this Lease on behalf of such party has the full authority to execute this Lease on behalf of the party on whose behalf he or she so signs, that he or she is acting within the scope of such authority, and that this Lease is binding upon such party. 24. Governing Law; Venue, Waiver of Jury Trial; and Severability. This Lease shall be governed by and construed in accordance with the laws of the State of Colorado. Each party hereby expressly consents to personal jurisdiction in the state courts located in Weld County, Colorado and the federal courts located in Denver County, Colorado for any lawsuit arising from or relating to this Agreement. EACH PARTY KNOWINGLY, VOLUNTARILY AND INTENTIONALLY WAIVES (TO THE EXTENT PERMITTED BY APPLICABLE LAW) ANY RIGHT IT MAY HAVE TO A TRIAL BY JURY OF ANY DISPUTE ARISING UNDER OR RELATING IN ANY WAY TO THIS AGREEMENT AND AGREES THAT ANY SUCH DISPUTE SHALL BE TRIED BEFORE A JUDGE SITTING WITHOUT A JURY. If any provision of this Lease is invalid or unenforceable, the remainder of this Lease shall not be affected thereby but rather shall remain in full force and effect. 25. Quiet Enjoyment. Landlord hereby covenants with Tenant (a) that, provided no Event of Default has occurred and is continuing, neither Landlord nor any person or entity acting by, through or under Landlord shall interfere with the Tenant's peaceful and quiet enjoyment, use and occupancy of the Property, and (b) to warrant and forever defend title to the Property and Materials against any and all claims of any and all persons and entities whomsoever claiming all or any part thereof by, through or under Landlord. Landlord represents and warrants to Tenant that, as of the Effective Date of this Lease, Landlord is the sole owner of marketable fee simple title to the Materials and Property. In particular, but not in limitation thereof, Landlord warrants and represents to Tenant that there are no mortgages, deeds to secure debt, deeds of trust, financing statements or other such financing instruments encumbering all or any portion of the Property or the Materials. In the event it is determined, during the Term, Landlord owns an interest in the Materials less than all of the undivided fee simple estate therein, then the Monthly Rent shall be paid to Landlord only in the proportion which Landlord's interest bears to the whole undivided fee. Should a bona fide adverse claim arise to Landlord's title or right to rent, royalty or other sums due hereunder, Tenant may at its option pay such royalty or other sums to Landlord and such adverse claimant jointly, or deposit the same in the registry of a court of proper jurisdiction, and all liability of Tenant for payment thereof shall have been met and extinguished. 26. Counterparts. This Lease may be executed in one or more counterparts and by different parties on separate counterparts, all of which shall be considered one and the same agreement and each of which shall be deemed an original. 27. Memorandum of Lease. Landlord and Tenant shall execute in recordable form and Tenant shall have the right to record a memorandum of this Lease in a form reasonably satisfactory to Tenant and Landlord. Upon the termination of the Lease, at the request of Landlord, Tenant agrees to provide a recordable acknowledgement of such termination to Landlord. 28, Landlord's Lien/Security Interest. Tenant shall have the right at any time to encumber all or any portion of its interest in and to any furniture, removable fixtures or equipment located in the Property with a lien securing financing. Tenant shall allow no mechanic's liens or 11 other liens that may impair Landlord's real or personal property, excluding liens related to amounts not yet due or liens which Tenant is contesting in good faith through appropriate procedures (and for which a bond or other adequate security has been posted by Tenant). Landlord hereby waives any right of distraint or statutory lien for rent against Tenant's property on the Property that would permit Landlord to possess or sell Tenant's property before obtaining a judgment. Landlord does not waive any right to obtain and enforce any judgment lien or any pre -judgment rights and remedies other than those described above. 29. Non -Disturbance Agreement. If, as of the Effective Date, the Property is subject to any security deed, mortgage or deed of trust, then concurrently with the execution of this Lease, Landlord shall obtain from the holder of such security deed, mortgage or deed of trust and deliver to Tenant, the written agreement of such holder ("Subordination Agreement") in recordable form subordinating such security deed, mortgage or deed of trust to this Lease. Any such Subordination Agreement shall be in form and substance reasonably acceptable to Tenant. 30. Force Ma eure. 31. Additional Representations and Warranties of Landlord. In addition to the other representations and warranties contained in this Lease, Landlord further represents and warrants to Tenant as follows: (a) Generally. Landlord is a limited liability company duly organized and validly existing under the laws of the State of Colorado, and is duly qualified to do business and in good standing in each state in which Landlord conducts its business, including the state in which the Property is located, and Landlord has all requisite power and authority to enter into this Lease and to perform its obligations hereunder. This Lease constitutes legal, valid, and binding obligations of each Landlord, enforceable against each Landlord in accordance with its terms, except as such enforceability may be limited by bankruptcy, insolvency, moratorium, or other laws of general applicability affecting the rights of creditors and by general equitable principles. (b) No Violation. Neither the execution or delivery of this Lease nor the performance of Landlord's obligations under this Lease violates, or will violate, any material contract, agreement or instrument to which Landlord is a party or by which Landlord is bound or result in or constitute a violation or breach of any judgment, writ, order, injunction or decree issued against Landlord. (c) Litigation. There are no actions, suits, claims or other proceedings pending, or, to Landlord's knowledge, contemplated or threatened against Landlord or the Property 12 or the Materials that could materially affect Tenant's rights and obligations under this Lease. There are no actions, suits, claims or other proceedings (including, but not limited to condemnation proceedings) pending or, to Landlord's knowledge, contemplated or threatened against the Materials or the Property. (d) Consent. No consent of any third party or governmental agency or authority is required for the execution of this Lease by Landlord. (e) Brokerage. There are no brokers', finders' or referral fees or any real estate commissions payable by Landlord to any broker, agent or other party in connection with the negotiation or execution of this Lease or Landlord's leasing of the Property. Landlord shall defend, indemnify and hold harmless Tenant from and against any and all liability, loss, cost, damage and expense (including but not limited to attorneys' fees and costs of litigation reasonably and actually incurred) Tenant shall suffer or incur because of any claim by any broker or agent claiming by, through or under Landlord for any fee, commission or other compensation with respect to the transaction described herein. This Section 32(e) shall survive termination of this Lease. (f) Unrecorded Agreements. Landlord is not a party to and neither the Property nor the Materials is subject to any mineral leases, mineral right reservations or conveyances, or to any oral or written unrecorded agreements, excepting those related to oil and gas rights. (g) Access. The Property has legal access thereto via duly dedicated public rights of way or appurtenant easements. (h) Boundary Line Disputes, etc. To Landlord's knowledge, there are no boundary disputes and no encroachments affecting any of the Property or portion thereof, nor is any person adversely possessing or using any of the Property or any portion thereof (i) Taxes. No taxes or assessments relating to the Property are delinquent and there are no special taxes, assessments or charges proposed, pending or, to Landlord's knowledge, threatened against the Property. [SIGNATURE PAGE FOLLOWS.] 13 IN WITNESS WHEREOF, the parties have executed this Lease as of the Effective Date. LANDLORD: HS LAND & CATTLE LLC -a-By: Ge c-te. 1 X/ C. Name: �, i/✓rti:p ► 014. Title: ..,.,,, b.�,r�'7�/h.,u r' l_ By: Name: C W t. Rc-1 A_ Title: r't F ti1-1 tJ Era/ ell rt; u rd„ --J TENANT: MONARCH MOUNTAIN MINERALS & AGGREGATES, LLC r! iA/L By: Name: Title: ll I EXHIBIT "A" Property Description Parcel 105718000026 Account. R4404786 Property Address 21421 HIGHWAY 60 WELD Acres 83.5 Tax Area 2879 Reception Nunyber 4372051 $7R 518 T4 R66 Latitude 40.31178 Longitude -104.814 105718000036 R4405986 21171 HIGHWAY 60 WELD 79.1 7 3003 4372051 518 T4 R66 40.3063 -104.816 105719000006 R4406786 12497 COUNTY ROAD 251/2 WELD 78.5 ' 2879 4372051 519 T4 R66 40.29538 -104.825 105719000018 R4407886 81.9 ,f 2879 4372051 519 T4 R66 40.30088 -104.823 105719100001 R4468706 20609 HIGHWAY 60 WELD 8.8 0121 3476744 519 T4 R66 NE4 40.2998 -104.82 105719100002 84468806 69.2 r 0121 3453065 519 T4 R66 NE4 40.29886 -104.815 '10571910O003 R6778847 5.2 ' 2879 3707103 519 T4 R66 NE4 40.30079 -104.817 105719100004 R6778848 77.9 2879 4372051 519 T4 R66 NE4 40.30274 -104.816 '105719300009 R6777916 45.7 ' 2179 3815166 519 T4R665W4 40.29153 -104.823 105730200047 R6775878 48.4 2192 3835167 530 T4 R66 NW4 40.28452 -104.826 105730200052 86777914 74.7 7 2179 3815166 530 T4 R66 NW4 40.28819 -104.825 7105719000021 R0116001 4.9 ' 2191 '3186914 519 T4 R66 40.29089 -104.82 105719000023 R0116201 20203 HIGHWAY 60 WELD 154.0 Y 2191 ®3186914 519 T4 R66 40.29367 -104.816 ** Areas (approximately 712 acres) within yellow boundary constitute the Property for purposes of the Lease. COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLICATION Issuing authority application acceptance date: Instructions: Please print or type - Contact the Colorado Department of Transportation (CDOT) or your local government to determine your issuing authority. - Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - Complete this form (some questions may not apply to you) and attach all necessary documents and Submit it to the issuing authority. - Submit an application for each access affected. - If you have any questions contact the issuing authority. - For additional information see CDOT's Access Management website at https://www.codot.qov/busfnesslperrlts/accesspermits 1) Property owner (Permittee) Monarch Mountain Minerals and Aggregates, LLC 2) Applicant or Agent for permittee (if different from property owner) Civil Resources, LLC Street address 5 Concourse Pkwy, Suite 1900 Mailing address 8308 Colorado Boulevard, Suite 200 City, state & zip Atlanta, GA 30328 Phone # 404-634-9100 City, state & zip Firestone, CO 80504 Phone # (required) (303)833-1416 E-mail address eric.leigh@quikrete.com E-mail address if available kyle@civilresources.com 3) Address of property to be served by permit (required) SW corner of SH-60 and WCR-44 (no address issued yet) 4) Legal description of property: If within jurisdictional limits of Municipality, city and/or County, which one? county I subdivision I block lot section Weld 19 5) What State Highway are you requesting access from? 60 7) How many feet is the proposed access from the nearest mile post'' 2270 feet IN❑SpEfW)from: 17 8) What is the approximate date you intend to begin construction? 10/1/2022 township 4 6) What side of the highway? EN ..❑S ❑ E WW range 66 How many feet is the proposed access from the nearest cross street? 0 feet LIN DS DE ®W) from: SH 60 and WCR-44 9) Check here if you are requesting a: m new access ntemporary access (duration anticipated: change in access use nremoval of access []improvement to existing access relocation of an existing access (provide detail) 10) Provide existing property use Agricultural 11) Do you have knowledge of any State Highway access permits serving this property, or adjacent properties in which you have a property interest? Eno yes. if yes - what are the permit number(s) and provide copies: and/or, permit date: 12) Does the property owner own or have any interests in any adjacent property? EJno E yes, if yes - please describe: Parcels to the north and south 13) Are there other existing or dedicated public streets, roads, highways or access easements bordering or within the property? no ®yes, if yes - list them on your plans and indicate the proposed and existing access points. U 14) If you are requesting agricultural field access - how many acres will the access serve? 15) If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business/land use square footage Sand and Gravel Plant and Mine business square footage J 16) If you are requesting residential developement access, what is the type (single family, apartment, townhouse) and number of units? type number of units .- type L number of units 17) Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning is two counts. Indicate if your counts are peak hour volumes or average daily volumes rt of single unit vehicles in excess of 30 ft If of passenger cars and light trucks at peak hour volumes 9 If of farm vehicles (field equipment) 01 multi unit trucks at peak hour volumes 18 Total count of all vehicles 27 Previous editions are obsolete and may not be -used Page 1 of 2 CDOT Form #137 12/18 18) Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Property map indicating other access, bordering roads and streets. e) Subdivision, zoning, or development plan. b) Highway and driveway plan profile. f) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after h) Traffic studies. development in and along the right-of-way. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate their activities. Such clearances may include Corps of Engineers permits, or ecological, archeological, historical or cultural resource Information Summary presents contact information for agencies prohibited discharges, and may be obtained from Regional CDOT Planning/Construction-Environmental-Guidance webpage: resources/guidance-standards/environmental-clearances-info-summary-auqust-2017/view agencies and obtain all environmental clearances that apply to 404 Permits or Colorado Discharge Permit System clearances. The CDOT Environmental Clearances administering certain clearances, information about CDOT Utility/Special Use Permit offices or accessed via the https://www.codot.gov/programs/environmental/ health policies/ - including, but not and 29 CFR Part 1926 hearing protection, in regulation. At a following personal 2); head protection danger of injury to 1926.95, and the standard shall by the Access Board and prescribe the use Plans and can be 2- All workers within the State Highway right of way shall comply with their employer's safety and procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107-1999, class that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above -referenced ANSI standards have been revised, the most recent version of apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted under the American Disabilities Act (ADA). These guidelines define traversable, slope requirements of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards found on the Design and Construction Project Support web page at: https ://www. co d ot.gov/business/c iv i t ri q hts/ad a/resources-e n q i veers If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant alga,* for Permittee signature ' /7 L-------------- Print name /� /� /'� an 1 Date 3/1z-( �� If the applicant is not the owner of theproperty, we re require this application a so to be signed by the property owner or pp q pp their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners -of -interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property owner signature K)--- -- — - Print name r3(Z,I.L Li i6i-I Date ,mot it lN, 2-O 2-2_. Previous editions are obsolete and may not be used Page 2 of 2 CDOT Form #137 12/18 Kimley*> Horn April 20, 2022 Mr. Kyle Regan, P.E. Civil Resources, LLC 8308 Colorado Boulevard, Suite 200 Firestone, CO 80504 Re: Monarch-DENM Gravel Mine Traffic Study Weld County, Colorado Dear Mr. Regan: The purpose of this letter report is to document the results of a traffic analysis prepared for Monarch- DENM Gravel Mine, to be located along the west side of SH-60 between WCR-42 and WCR-46 in Weld County, Colorado. The project location is shown in the attached aerial exhibit and vicinity map of Figure 1. The attached Mine Plan illustrates the operational phases of the mine. The operation will start by establishing the siltation and freshwater ponds along the highway, then will begin mining in the southern areas of the site at Cell 1 and will progress northward. Access to the gravel mine will occur at one access to align as the west leg of the WCR-44 and SH-60 intersection. The gravel mine is anticipated to begin excavation use this year. The gravel mine is expected to be exhausted of material within the next 25 years. Therefore, analysis was conducted for the 2022 opening year horizon as well as a 2045 closing year horizon. Based on the proposed access condition for this project, the intersection of SCR -44 / SH-60 intersection was incorporated into this traffic study in accordance with Weld County and State of Colorado Department of Transportation (CDOT) standards and requirement. Regional access to Monarch-DENM Gravel Mine will be provided by US -85 and SH-60 while primary access to the site will be provided by WCR-44 and WCR-42. Direct access will be provided from a driveway proposed to align as the west leg of the WCR-44 intersection. EXISTING ROADWAY NETWORK The project site is currently vacant or agricultural land. The Town of Gilcrest is located approximately two and a half miles east of the site. SH-60 is a paved undivided roadway providing one through lane of travel in each direction, northbound and southbound. The northbound speed limit is 55 miles per hour while the southbound speed limit is 65 miles per hour through the study area. SH-60 intersects with WCR-44 in a T -intersection with stop control on the westbound approach of WCR- 44. WCR-44 west leg is currently a private access with a gate and does not provide stop control on the exiting approach. The existing intersection lanes and control for the study area intersection is shown in Figure 2. EXISTING AND FUTURE TRAFFIC VOLUMES Existing peak hour turning movement counts was conducted at the key intersection on Wednesday, December 1, 2021 during the morning and afternoon peak hours in 15 -minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. Existing turning movement counts are shown in Figure 3. Count sheets are attached. kimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley * Horn Monarch-DENM Gravel Mine 096548009 Page 2 According to information provided on the website for the State of Colorado Department of Transportation (CDOT), the 20 -year growth factor along SH-60 in the vicinity of the site is between 1.68 and 1.8. This value equates to an annual growth rate of 2.81 percent. SH-60 information from the CDOT Online Transportation Information System (OTIS) website is attached. Based on this, an annual growth rate of 2.81 percent was used to calculate future traffic volumes within the project study area to estimate the opening year 2022 volumes and closing year 2045 volumes. Traffic volumes for 2022 background traffic volumes are shown in Figure 4 while 2045 background traffic volumes are shown in Figure 5. TRIP GENERATION Site -generated traffic estimates are determined through a process known as trip generation. The number of employees as well as the number of truck trips in and out daily and per hour were identified for the gravel mine. The pit is expected to have 12 employees arriving and departing during the peak hours. These 12 employees driving their personal vehicles will enter the pit during the morning peak hour and 12 vehicles will exit the pit during the afternoon peak hour. The primary work hours for the gravel pit are between 6:00 AM and 6:00 PM Monday through Friday (five, 12 -hour days). Twelve (12) trucks per hour are believed to serve the pit. It is assumed that the 12 trucks will be entering and exiting during the morning and afternoon peak hours of the workday. These 12 trucks per hour would need 12 truck drivers. These drivers were assumed to arrive prior to the morning peak hour (before 6:00 am) and depart after the afternoon peak hour (after 6:00 pm). Therefore, these 12 employees truck driver trips in their personal vehicles are shown with no peak hour trips and 24 daily trips. Based on the estimates of 12 trucks needed for operations, it was estimated that 125 trucks daily, making 250 trips (125 round trips in and out) will access the gravel mine each 12 - hour day. Table 1 provides the trip generation estimate for the Monarch-DENM Gravel Mine. Table 1 - Monarch-DENM Gravel Mine Project Traffic Generation Weekday Vehicles Trips AM Peak Hour PM Peak Hour �a�� In Out Total In Out Total Use On Site Employees (12) 24 12 0 12 0 12 12 Truck Driver Employees (12) 24 0 0 0 0 0 0 125 Gravel daily Trucks round (12 trips) per hour for 250 12 12 24 12 12 24 Total Year 2022 Trips 298 24 12 36 12 24 36 Based on the estimates, the mine is anticipated to generate a total of 298 trips. Of these, 36 trips are anticipated to occur during the morning and afternoon peak hours. TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Distribution of project traffic on the street system for Monarch-DENM Gravel Mine was based on the area street system characteristics, existing traffic patterns, existing location compared to nearby population and service areas, and the proposed access system for the project. The directional distribution of traffic is a means to quantify the percentage of site -generated traffic that approaches the site from a given direction and departs the site back to the original source. Attached Figure 6 illustrates the expected project trip distribution for the Monarch-DENM Gravel Mine. Traffic assignment was obtained by applying the distribution of Figure 6 to the estimated traffic generation of the project shown in previous Table 1. Traffic assignment for the project is shown in Figure 7. kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley * Horn Monarch-DENM Gravel Mine 096548009 Page 3 TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Project traffic volumes were added to the 2022 background traffic volumes to represent estimated traffic conditions for the 2022 opening year operations and 2045 ending operations years of the pit. Attached Figure 8 shows the 2022 background plus project traffic volumes for the Monarch-DENM Gravel Mine opening -year condition, while Figure 9 shows the 2045 background plus project traffic volumes for ending -year pit operations. TRAFFIC OPERATIONS ANALYSIS METHODOLOGY Kimley-Horn's analysis of traffic operations in the site vicinity was conducted to determine potential capacity deficiencies at the project key intersection for the opening 2022 year and closing 2045 year. The acknowledged source for determining overall capacity is the Highway Capacity Manual1. Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways, standard traffic engineering practice recommends LOS D as the minimum threshold for acceptable operations for intersections and LOS E for movements. Table 2 below shows the definition of level of service for unsignalized intersections. Table 2 - Level of Service Definitions Level of Unsignalized Average (seclveb) Total Intersection Delay A ≤10 B > 10 and ≤15 C > 15 and ≤ 25 D > 25 and ≤ 35 E > 35 and ≤ 50 F > 50 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. WCR-44 and SH-60 The intersection of WCR-44 and SH-60 operates with stop control on the westbound approach of WCR- 44. As shown in the table, the intersection movements currently operate acceptably with LOS B or better. With the addition of Monarch-DENM Gravel Mine project, the west leg will need to be reconstructed to provide access to the gravel pit. An R1-1 STOP sign is recommended to be installed for the exiting eastbound approach. Likewise, a northbound left turn lane is warranted along SH-60. With this condition and control, all movements at this intersection are expected to operate acceptably at LOS C or better in the 2022 opening year and LOS D or better in 2045. Table 3 provides the results of the level of service at this intersection. 1 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley * Horn Table 3 — WCR-44 & SH-60 LOS Results Monarch-DENM Gravel Mine 096548009 Page 4 Hour Scenario AM Peak PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2021 Existing Westbound Approach 12.1 B 12.6 B Southbound Left 8.0 A 8.7 A 2022 Background Westbound Approach 12.3 B 12.8 B Southbound Left 8.0 A 8.8 A 2022 # Total Northbound Left 8.4 A 8.1 A Eastbound Approach 13.9 B 15.1 C Westbound Approach 12.8 B 13.3 B Southbound Left 8.0 A 8.8 A 2045 Background Westbound Approach 24.8 C 25.4 D Southbound Left 9.0 A 11.3 B 2045 Total # Northbound Left 9.9 A 9.1 A Eastbound Approach 23.0 C 32.9 D Westbound Approach 20.6 C 26.7 D Southbound Left 9.0 A 11.3 B Addition of West Leg; NBL Turn Lane CDOT ACCESS PERMIT AND TURN LANE REQUIREMENTS The threshold for requiring an access permit along CDOT roadways occurs when project traffic is anticipated to increase the existing access traffic volume by more than 20 percent. Based on traffic projections, the addition of project traffic on the west leg of WCR-44 along SH-60 is anticipated to increase existing traffic volumes by more than 20 percent. The traffic volumes accounted for passenger car equivalents with trucks counting as three (3) vehicles. Therefore, a CDOT Access Permit is anticipated to be needed at WCR-44 in association with this project. Auxiliary turn lane requirements were calculated based on the State of Colorado State Highway Access Code (SHAG) for the study area intersection to align with WCR-44 along SH-60. SH-60 is categorized as R -A: Regional Highway within the study limits. According to the State Highway Access Code for category R -A roadways, the following thresholds apply for implementation of auxiliary turn lanes: • A left turn deceleration lane with taper and storage length is required for any access with a projected peak hour left ingress turning volume greater than 10 vehicles per hour (vph). The taper length will be included within the required deceleration length. • A right turn deceleration lane and taper length is required for any access with a projected peak hour right ingress turning volume greater than 25 vehicles per hour (vph). The taper length will be included within the required deceleration length. • A right turn acceleration lane and taper length is required for any access with a projected peak hour right turning volume greater than 50 vehicles per hour (vph) when the posted speed on the highway is greater than 40 mph. The taper length will be included within the required acceleration length. Based on these thresholds and warrants contained in the Access Code, the R -A (Regional Highway) designation of SH-60, a 65 -mph posted speed limit on the southbound approach and a 55 -mph posted speed limit on the northbound approach, the anticipated project traffic volume in 2045 are as follows: kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley*>Horn Monarch-DENM Gravel Mine 096548009 Page 5 WCR-44 and SH-60 • A northbound left turn deceleration is warranted based on the projected project traffic being 16 northbound left turns during the peak hour accounting for passenger car equivalents (PCEs) and the threshold being 10 vehicles per hour. Therefore, a northbound left turn lane is recommended to provide a length of 405 feet (380 feet of length + 25 feet of storage) plus a 220 -foot taper. When this northbound left turn lane is constructed, a southbound left turn lane could also be constructed since the northbound and southbound through lanes will be transitioned around the shadowed center area of the roadway to be used for the left turn lane. To meet CDOT requirements, the southbound left turn lane would require a length of 525 feet plus 300 -foot taper. Of note, the project traffic volume does contribute to the need of this left turn lane. • A southbound right turn deceleration lane is not warranted based on the projected project traffic being 16 southbound right turns during the peak hour with PCEs and the threshold being 25 vehicles per hour. Therefore, a southbound right turn lane is not warranted at the WCR-44 and SH-60 intersection. • An acceleration lane for the eastbound right to southbound through is not warranted based on the projected project traffic being 16 eastbound right turns during the peak hour and the threshold being 50 vehicles per hour. CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes the Monarch-DENM Gravel Mine will be successfully incorporated into the existing and future roadway network with the following recommendations from our traffic analysis (Figure 10 illustrates the recommended lane geometry and control): • It is anticipated that CDOT Access Permits will be required in association with the gravel mine for the west leg of WCR-44 along SH-60. • An R1-1 STOP sign is recommended to be installed on the eastbound approach of WCR-44 and SH-60. In addition, edge of pavement markings will need to be restriped to add the west leg to the intersection. • A northbound left turn lane is recommended to be constructed along SH-60 for the access to align with WCR-44. In addition, a southbound left turn lane is warranted based on existing traffic volumes, unrelated to this project. The northbound left turn lane is recommended to provide a length of 405 feet plus a 220 -foot taper. The southbound left turn lane could be constructed to mirror the warranted northbound left turn lane with a length of 525 feet plus 300 - foot taper. If you have any questions or require anything further, please feel free to call. Sincerely, KIM LfY-HORN AND ASSOCIATES, INC. L tf urtis D. Rowe, P.E., PTOE Vice President • iii- • 36355 a • se • • *-`101 '1/4 04/20/2022f�r- .0•••••• rji _ ON A 1,4_ te , kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Figures r r MONAPC DENM GRAVEL MINE WELD COUNTY, COLORADO `EXISTING LANE CONFIGURATIONS IV 0 FriI-I NTS 096548009 • S / \ STOP \ / XX 100' LEGEND Study Area Key Intersection Signalized Intersection Stop Controlled Approach Roadway Speed Limit Turn Lane Length (feet) FIGURE 2 silt ■ . . 1 Kim1ev) Horn M0I IARC DENM GRAVEL MINE WELD C0UWY, COLORADO 2021 EXISTING TRAFFIC VOLUMES Kim1evHorn N O RTI-1 NTS 096548009 CSH-60 & WCR-44 Wednesday, December 1, 2021 7:00 to B:OOAF 1 (4:00 to 5: OOPM) LEGEND Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes XX,X00 Estimated Daily Traffic Volume FIGURE 3 II N O RTI-1 NTS 096548009 CSH-60 & WCR-44 LEGEND Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes XX,X00 Estimated Daily Traffic Volume M0I IARC DEl IM GRAVEL MINE WELD C0UWY, COLORADO 7n77 RArKrRniiNin TRAFFic vni iiNAFcr._. i FIGURE 4 .. Kimlesn) Horn II M0I IARC DEl IM GRAVEL MINE WELD C0UWY, COLORADO ,`2045 BACKGROUND TRAFFIC VOLUMES� . . N O RTI-1 NTS 096548009 31(62) 12(0) CSH-60 & WCR-44 LEGEND Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes XX,X00 Estimated Daily Traffic Volume FIGURE 5 .. Kimlesn) Horn II M01 (ARCH -DENT I GRAVEL MINE WELD COUNTY, COLORADO PROJECT TRIP DISTRIBUTION Kim1evHorn N 0 NTS 096548010 CSH-60 & WCR-44 XX% LEGEND Study Area Key Intersection External Trip Distribution Percentace Entering[Exiting] XX%[XX%] Trip Distribution Percentage FIGURE 6 .. II MONARC DENM GRAVEL MINE WELD COUNTY, COLORADO L PROJECT TRAFFIC ASSIGNMENT NORTH NTS 096548009 SH-60 & WCR-44 VEHICLE VOLUMES SH-60 & WCR-44 PASSENGER CAR EQUIVALENT LEGEND Study Area Key Intersection XXX(XXX) Weekday AMV(PM) Peak Hour Traffic Volumes Esti ated Daily Traffic Volume FIGURE 7 I _ I _ la a I'Jmlev)))nlJrn VONARCH-DENM GRAVEL M WELD COUNTY, COLORADO 2022 TOTAL TRAFFIC VOLU INE V ES NORTH NTS 096548009 SH-60 & WCR-44 VEHICLE VOLUMES SH-60 & WCR-44 PASSENGER CAR EQUIVALENT LEGEND Study Area Key Intersection XXX(XXX) Weekday AMV(PM) Peak Hour Traffic Volumes Esti ated Daily Traffic Volume FIGURE 8 IJmIev)))norn VONARCH-DENM GRAVEL M WELD COUNTY, COLORADO 2045 TOTAL TRAFFIC VOLU INE V ES NORTH NTS 096548009 SH-60 & WCR-44 VEHICLE VOLUMES SH-60 & WCR-44 PASSENGER CAR EQUIVALENT LEGEND Study Area Key Intersection XXX(XXX) Weekday AMV(PM) Peak Hour Traffic Volumes Esti ated Daily Traffic Volume FIGURE 9 IJmIev)))norn MONARCH DENM GAVEL MINE WELD COUNTY, COLORADO RECOMMENDED CEOVERY AND CONTROL NORTH NTS 096548009 SH-60 & WCR-44 • • LEGEND Study Area Key Intersection Signalized Intersection Stop Controlled Approach Site Related Improvement Non —Site Related r 100' Turn Lane Length (feet) FIGURE 10 1 In...I _MI MA V‘ I I u'Jmlev))) norn SW NUMMI Intersection Count Sheets www.idaxdata.com N SH CR Peak 60 44 Hour Count Period: Date: 12/01/2021 7:00 tdiatt AM to 9:00 AM Fit c, co CD = o 14 OO r Peak r M 0 Hour: 7:00 0 AM 0 0 to 8:00 AM I CR 44 t4 U INJ _ 0 16 G G 0 22 0 ' L p ..l _ 0 4 ' 0 ` ' • 0- TEV: 771 < * 9 0-, o — p o ,, PHF: 0.96 4 nnn > 0 QV r- is 0 00 0 I] Q p 18 0 ° � V t' On ‹...n0 Driveway WI, th r N HV °/0: PHF co 1 I r Two -Hour 0 N 'Tr Count Summaries 0 LO ® 0 = EB - - M up WB 4.5% 0.79 NB 13.1% 0.87 SB 5A% 0.91 orn)o TOTAL 8.4% 0.90 0 0 0 I 1 0 0 Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 7:00 AM 0 0 0 0 0 1 0 4 0 0 74 0 0 5 107 0 191 0 0 0 771 7:15 AM 0 0 0 0 0 1 0 4 0 0 88 0 0 4 118 0 215 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 0 2 0 5 0 2 0 3 0 0 70 0 0 0 73 0 0 6 99 0 0 3 102 0 182 183 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 6 0 1 0 4 0 0 0 5 0 0 0 6 0 0 72 1 0 0 53 2 0 0 63 0 0 0 46 3 0 6 61 0 0 3 81 0 0 6 68 0 0 3 49 0 147 144 142 107 727 656 616 540 Count Total 0 0 0 0 0 8 0 37 0 0 539 6 0 36 685 0 1,311 0 Peak Hour All HV HV% 0 0 0 0 0 0 0 0 - - - - 0 6 0 16 0 0 0 1 - 0% - 6°/0 0 0 305 0 0 0 40 0 - - 13°/0 - 0 18 426 0 0 1 23 0 - 6°/a 5°/0 - 771 65 80/0 0 0 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 0 0 12 10 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5 12 0 0 0 0 0 7:15 AM 7:30 AM 7:45 AM 0 1 11 3 15 0 0 10 6 16 0 0 0 0 0 0 0 0 0 0 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 13 8 23 0 2 14 13 29 0 3 10 14 27 0 1 9 6 16 Count Total 0 9 86 65 160 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 40 24 65 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 12 0 0 0 10 0 22 0 0 0 65 7:15 AM 0 0 0 0 0 0 0 0 0 0 7 0 0 1 4 0 12 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11 0 0 0 10 0 0 0 3 0 0 0 6 0 15 16 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 1 0 0 0 3 0 0 0 1 0 0 13 0 0 0 13 1 0 0 10 0 0 0 9 0 0 0 8 0 0 0 13 0 0 1 13 0 0 0 6 0 23 29 27 16 66 83 95 95 Count Total 0 0 0 0 0 1 0 8 0 0 85 1 0 2 63 0 160 0 Peak Hour 0 0 0 0 0 0 0 1 0 0 40 0 0 1 23 0 65 0 Two -Hour Count Summaries - Bikes Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour I Eastbound LT TH RT Westbound LT TH RT Northbound LT TH RT Southbound LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N SH CR Peak 60 44 Hour Count Period: Date: 12/01/2021 4:00 PM Wax to 6:00 PM to1\4t M to 00 'Cr00 I o or: Peak 0I Hour: 4:00 0 PM t AO 0 0 to 5:00 PM 1 I 1.,U, CR44 «J .0,/ \ 0 in 0 - 32 32 n 0 G..> ' LO 0 .1 ' 0 ii • 0 TEV: 953 < * i 9 0—, o �• 0 o PHF: F: 0.94 4 - 0 > 0 r oo 0 I]Q 19 0 0 o y r 0 <-111 CI Driveway II 1 t r, N / HV °/0: PHF Co 1 I r Two -Hour o co �"� Count Summaries o LC) I EB - - WB 9.4% 0.67 NB 2.7% 0.95 SB 8.2% 0.87 'n TOTAL 5.0% 0.94 0 0 0 I 0 0 Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:00 PM 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 7 0 0 137 1 0 0 146 0 0 4 87 0 0 2 82 0 241 237 0 0 0 953 4:30 PM 0 0 0 0 0 0 0 6 0 0 143 0 0 6 99 0 254 4:45 PM 0 0 0 0 0 0 0 7 0 0 128 0 0 6 80 0 221 5:00 PM 5:15 PM 5:30 PM 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 13 0 0 0 3 0 1 0 10 0 0 0 10 0 0 132 1 0 0 123 0 0 0 117 1 0 0 114 1 0 5 89 0 0 7 92 0 0 7 83 0 0 2 63 0 241 225 219 190 953 941 906 875 Count Total 0 0 0 0 0 2 0 68 0 0 1,040 4 0 39 675 0 1,828 0 Peak Hour All HV HV% 0 0 0 0 0 0 0 0 - - - - 0 0 0 32 0 0 0 3 - - - 9% 0 0 554 1 0 0 15 0 - - 3% 0% 0 18 348 0 0 3 27 0 - 17% 8% - 953 48 5% 0 0 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 4:00 PM 4:15 PM 0 1 6 14 21 0 0 5 3 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 2 10 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 2 3 6 5:00 PM 5:15 PM 5:30 PM 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 8 10 0 0 0 4 4 0 0 4 4 8 0 0 6 2 8 Count Total 0 4 26 48 78 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 3 15 30 48 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:00 PM 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 6 0 0 0 5 0 0 0 14 0 0 0 3 0 21 8 0 0 0 48 4:30 PM 0 0 0 0 0 0 0 1 0 0 2 0 0 3 7 0 13 4:45 PM 0 0 0 0 0 0 0 1 0 0 2 0 0 0 3 0 6 5:00 PM 5:15 PM 5:30 PM 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0 0 0 6 0 0 1 7 0 0 0 4 0 0 1 3 0 0 0 2 0 10 4 8 8 37 33 28 30 Count Total 0 0 0 0 0 0 0 4 0 0 26 0 0 5 43 0 78 0 Peak Hour 0 0 0 0 0 0 0 3 0 0 15 0 0 3 27 0 48 0 Two -Hour Count Summaries - Bikes Interval Start Driveway CR 44 SH 60 SH 60 15 -min Total Rolling One Hour I Eastbound LT TH RT Westbound LT TH RT Northbound LT TH RT Southbound LT TH RT 4:00 PM 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 5:15 PM 5:30 PM 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com Traffic Projections CDOT OTIS Growth: Monarch-DENM Gravel Mine ROUTE _REFPT ENDREFPT LENGTH UPDATEYR YR20FACTOR Annual Growth Rate DHV %LOCATION 060B 14.698 16.573 1.794 2020 1.68 2.63% 11 ON SH 60 N/O SH 256 060B 16.573 20.203 3.615 2020 1.8 2.98% 11 ON SH 60 N/O SH 85 1.74 2.81% Intersection Capacity Analysis Outputs HCM 6th TWSC 2021 Existing AM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 6 16 305 0 18 426 Future Vol, veh/h 6 16 305 0 18 426 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, c/0 2 2 2 2 2 2 Mvmt Flow 7 18 339 0 20 473 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 852 339 0 0 339 0 Stage 1 339 Stage 2 513 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 330 703 - 1220 Stage 1 722 Stage 2 601 Platoon blocked, Mov Cap -1 Maneuver 323 703 - 1220 Mov Cap -2 Maneuver 323 Stage 1 722 Stage 2 588 Approach 0 SB HCM Control Delay, s 12.1 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 532 1220 HCM Lane V/C Ratio - 0.046 0.016 IM HCM Control Delay (s) - 12.1 8 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) Synchro 11 Report Page 1 HCM 6th TWSC 2021 Existing PM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 0 32 554 1 18 348 Future Vol, veh/h 0 32 554 1 18 348 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, c/0 2 2 2 2 2 2 Mvmt Flow 0 34 589 1 19 370 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 998 590 0 0 590 0 Stage 1 590 Stage 2 408 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 270 508 - 985 Stage 1 554 Stage 2 671 Platoon blocked, Mov Cap -1 Maneuver 264 508 - 985 Mov Cap -2 Maneuver 264 Stage 1 554 Stage 2 655 Approach WB NB SB HCM Control Delay, s 12.6 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 508 985 HCM Lane V/C Ratio - 0.067 0.019 HCM Control Delay (s) - 12.6 8.7 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.2 0.1 Synchro 11 Report Page 1 HCM 6th TWSC 2022 Background AM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 6 16 314 0 19 438 Future Vol, veh/h 6 16 314 0 19 438 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, c/0 2 2 2 2 Mvmt Flow 7 18 349 2 2 0 21 487 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 878 349 0 0 349 0 Stage 1 349 Stage 2 529 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 318 694 - 1210 Stage 1 714 Stage 2 591 Platoon blocked, Mov Cap -1 Maneuver 310 694 - 1210 Mov Cap -2 Maneuver 310 Stage 1 714 Stage 2 577 MN Approach WB NB SB HCM Control Delay, s 12.3 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 519 1210 HCM Lane V/C Ratio - 0.047 0.017 HCM Control Delay (s) - 12.3 8 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) Synchro 11 Report Page 1 HCM 6th TWSC 2022 Background PM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 0 33 570 1 19 358 Future Vol, veh/h 0 33 570 1 19 358 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, c/0 2 2 2 Mvmt Flow 0 35 606 2 2 2 1 20 381 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1028 607 0 0 607 0 Stage 1 607 Stage 2 421 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 259 496 - 971 Stage 1 544 Stage 2 662 Platoon blocked, Mov Cap -1 Maneuver 252 496 - 971 Mov Cap -2 Maneuver 252 Stage 1 544 Stage 2 645 Approach WB NB SB HCM Control Delay, s 12.8 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 496 971 HCM Lane V/C Ratio - 0.071 0.021 HCM Control Delay (s) - 12.8 8.8 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.2 0.1 Synchro 11 Report Page 1 HCM 6th TWSC 1: SH-60 & WCR-44 2022 Total AM 04/18/2022 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 li ilk 4 Traffic Vol, veh/h 4 4 4 6 8 16 8 314 0 19 438 8 Future Vol, veh/h 4 4 4 6 8 16 8 314 0 19 438 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - - 0 Veh in Median Storage, # - 1 1 0 0 Grade, 0 0 0 0 Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, c/0 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 4 4 7 9 18 9 349 0 21 487 9 Ulajor/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 915 901 492 905 905 349 496 0 0 349 0 0 Stage 1 534 534 - 367 367 Stage 2 381 367 - 538 538 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 Pot Cap -1 Maneuver 253 278 577 257 276 694 1068 - 1210 Stage 1 530 524 - 653 622 Stage 2 641 622 - 527 522 Platoon blocked, Mov Cap -1 Maneuver 236 269 577 246 267 694 1068 - 1210 Mov Cap -2 Maneuver 361 372 - 366 371 Stage 1 526 511 - 648 617 Stage 2 611 617 - 506 509 Approach EB WB NB SB HCM Control Delay, s 13.9 12.8 0.2 0.3 HCM LOS B B Ufinor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1068 - 417 493 1210 HCM Lane V/C Ratio 0.008 - 0.031 0.067 0.017 HCM Control Delay (s) 8.4 - 13.9 12.8 8 0 HCM Lane LOS A BB A A HCM 95th %tile Q(veh) 0 - 0.1 0.2 0.1 Synchro 11 Report Page 1 HCM 6th TWSC 1: SH-60 & WCR-44 2022 Total PM 04/18/2022 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 'I ilt+ 4 Traffic Vol, veh/h 8 8 8 0 4 33 4 570 1 19 358 4 Future Vol, veh/h 8 8 8 0 4 33 4 570 1 19 358 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - 0 la a la Veh in Median Storage, # - 1 a al 1 0 al 0 al Grade, % - 0 0 0 0 Peak Hour Factor 92 92 92 94 92 94 92 94 94 94 94 92 Heavy Vehicles, c/0 2 2 2 2 2 2 2 M 2 2 2 2 2 vmt Flow 9 9 9 0 4 35 4 606 1 20 381 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1057 1038 383 1047 1040 607 385 0 0 607 0 0 Stage 1 423 423 - 615 615 la al Stage 2 634 615 - 432 425 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 la - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 a. al Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 al al Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 al Pot Cap -1 Maneuver 203 231 664 206 230 496 1173 - 971 Stage 1 609 588 - 479 482 al a Stage 2 467 482 - 602 586 al a al Platoon blocked, Mov Cap -1 Maneuver 183 224 664 195 223 496 1173 - 971 Mov Cap -2 Maneuver 302 333 - 325 338 Stage 1 607 573 - 478 481 al a al Stage 2 429 481 - 570 571 a. Approach EB WB NB SB HCM Control Delay, s 15.1 13.3 0.1 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - 384 472 971 HCM Lane V/C Ratio 0.004 la - 0.068 0.084 0.021 la la HCM Control Delay (s) 8.1 - 15.1 13.3 8.8 0 la HCM Lane LOS A CB A A HCM 95th %tile Q(veh) 0 - 0.2 0.3 0.1 la Synchro 11 Report Page 1 HCM 6th TWSC 2045 Background AM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 12 31 593 0 35 828 Future Vol, veh/h 12 31 593 0 35 828 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 34 659 0 39 920 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1657 659 0 0 659 0 Stage 1 659 Stage 2 998 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 108 464 - 929 Stage 1 515 Stage 2 357 Platoon blocked, Mov Cap -1 Maneuver 99 464 - 929 Mov Cap -2 Maneuver 99 Stage 1 515 Stage 2 326 MN Approach WB NB SB HCM Control Delay, s 24.8 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 229 929 HCM Lane V/C Ratio - 0.209 0.042 IM HCM Control Delay (s) - 24.8 9 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) - 0.8 0.1 Synchro 11 Report Page 1 HCM 6th TWSC 2045 Background PM 1: SH-60 & WCR-44 01/03/2022 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations tif 1+ 4 Traffic Vol, veh/h 0 62 1077 2 35 677 Future Vol, veh/h 0 62 1077 2 35 677 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, c/0 2 2 2 2 2 2 Mvmt Flow 0 66 1146 2 37 720 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1941 1147 0 0 1148 0 Stage 1 1147 Mi Stage 2 794 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 72 242 - 609 Stage 1 303 Stage 2 445 Platoon blocked, Mov Cap -1 Maneuver 65 242 - 609 Mov Cap -2 Maneuver 65 Stage 1 303 Stage 2 400 Approach WB NB SB HCM Control Delay, s 25.4 0 0.6 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 242 609 HCM Lane V/C Ratio - 0.273 0.061 IM HCM Control Delay (s) - 25.4 11.3 0 HCM Lane LOS D B A HCM 95th %tile Q(veh) - 1.1 0.2 Synchro 11 Report Page 1 HCM 6th TWSC 1: SH-60 & WCR-44 2045 Total AM 04/18/2022 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 31 8 593 4 Traffic Vol, veh/h 4 4 4 12 8 0 35 828 8 Future Vol, veh/h 4 4 4 12 8 31 8 593 0 35 828 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - 0 la Veh in Median Storage, # - 1 a al 1 0 al 0 al Grade, 0 0 0 0 Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, c/0 2 2 2 2 2 2 2 M 2 2 2 2 2 vmt Flow 4 4 4 13 9 34 9 659 0 39 920 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1702 1680 925 1684 1684 659 929 0 0 659 0 0 Stage 1 1003 1003 - 677 677 al Stage 2 699 677 - 1007 1007 al Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 la - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 a. al Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 al al Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 al Pot Cap -1 Maneuver 72 95 326 75 94 464 736 la - 929 Stage 1 292 320 - 443 452 Stage 2 430 452 - 290 319 al a al al Platoon blocked, Mov Cap -1 Maneuver 60 86 326 67 85 464 736 la - 929 Mov Cap -2 Maneuver 171 193 - 172 194 Stage 1 288 292 - 438 447 al a al al Stage 2 386 447 - 257 291 a. al Approach EB WB NB SB HCM Control Delay, s 23 20.6 0.1 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 736 - 213 287 929 HCM Lane V/C Ratio 0.012 - 0.061 0.197 0.042 la la HCM Control Delay (s) 9.9 - 23 20.6 9 0 la HCM Lane LOS A al a CC A A HCM 95th %tile Q(veh) 0 - 0.2 0.7 0.1 Synchro 11 Report Page 1 HCM 6th TWSC 1: SH-60 & WCR-44 2045 Total PM 04/18/2022 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 'I I+ 4 Traffic Vol, veh/h 8 8 8 0 4 62 4 1077 2 35 677 4 Future Vol, veh/h 8 8 8 0 4 62 4 1077 2 35 677 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 1 1 0 0 Grade, 0 0 0 0 Peak Hour Factor 92 92 92 94 92 94 92 94 94 94 94 92 Heavy Vehicles, c/0 2 2 2 2 2 2 2 M 2 2 2 2 2 vmt Flow 9 9 9 0 4 66 4 1146 2 37 720 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1986 1952 722 1960 1953 1147 724 0 0 1148 0 0 Stage 1 796 796 - 1155 1155 Stage 2 1190 1156 - 805 798 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 Pot Cap -1 Maneuver 46 64 427 48 64 242 879 - 609 Stage 1 380 399 - 240 271 Stage 2 229 271 - 376 398 Platoon blocked, Mov Cap -1 Maneuver 30 57 427 41 57 242 879 - 609 Mov Cap -2 Maneuver 96 153 - 143 165 Stage 1 378 358 - 239 270 Stage 2 163 270 - 323 357 Approach EB WB NB SB HCM Control Delay, s 32.9 26.7 0 0.6 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 879 - 155 235 609 HCM Lane V/C Ratio 0.005 - 0.168 0.299 0.061 HCM Control Delay (s) 9.1 - 32.9 26.7 11.3 0 HCM Lane LOS A D D B A HCM 95th %tile Q(veh) 0 - 0.6 1.2 0.2 Synchro 11 Report Page 1 Conceptual Site Plan Civil Resources Monarch Mountain Noise Modeling Report September 23, 2022 Prepared for: Civil Resources, LLC. 323 5th St. PO Box 680 Frederick, CO 80530 Prepared by: Behrens and Associates, Inc. 9536 E. 1-25 Frontage Road Longmont, Colorado 80504 Shaun Norris Acoustical Engineer Jason Peetz Engineering Manager Corporate Office: Hawthorne, California. Carson, California — Aledo, Texas — Napa California — Longmont, Colorado — McDonald, Pennsylvania Phone 800-679-8633 — Fax 310-331-1538 www.environmental-noise-control.com — www.drillingnoisecontrol.com Behrens and Associates, Inc. Environmental Noise Control 1. Executive Summary The following report provides a noise study of the proposed mining and processing operations at the Monarch Mountain site. The Monarch Mountain site is located in Weld County, Colorado and being permitted through the Use by Special Review (USR) permit process. Per Civil Resources, the industrial noise limit found in Colorado Revised Statutes 25-12-103 has been assigned to the site. To assess the noise levels associated with the project, a noise modeling analysis of the proposed Monarch Mountain operations was performed. Sound level data utilized in the Monarch Mountain mining and processing operations was based on file data of similar equipment collected by BAENC and used to construct multiple noise modeling scenarios using SoundPLAN 8.2 software. The predicted noise levels represent only the contribution of the project operations and do not include ambient noise or noise from other facilities. The noise modeling results listed in Table 1-1 indicate that the proposed mining and processing operations at the Monarch Mountain site are predicted to comply with the allowable CRS noise limits at all modeled receptor locations. Table 1-1 A -Weighted (dBA) Noise Modeling Results Noise Receptor Sensitive Location Scenario 1 Scenario 2 Scenario 3 A 43.2 39.9 39.9 B 52.5 47.3 47.3 C 54.6 47.2 47.3 D 42.8 38.1 39.5 E 36.8 34.4 37.3 F 39.6 36.4 42.4 G 36.1 43.1 46.6 H 32.8 56.8 38.9 I 50.9 51.2 53.0 J 48.7 48.4 49.2 K 44.8 41.0 41.2 Industrial Noise Limit CRS 80.0 Day / 75.0 Night g Executive Summary Behrens and Associates, Inc. Environmental Noise Control 2. Introduction The following report provides a noise modeling analysis of the proposed mining and processing activities at the Monarch Mountain site operated by Civil Resources. This study has been conducted in relation to the Industrial Zoned allowable noise limits found in the Colorado Revised Statutes (CRS) 25-12-103 noise regulations. The noise modeling includes the proposed phases and mechanical equipment of the mining and processing operations at the Monarch Mountain site per project documents provided by Civil Resources. The Monarch Mountain site (40.304381, -104.811172) is located west of the intersection of County Road 60 and County Road 44 as shown in Figure 2-1. To assess the operational noise levels of the proposed Monarch Mountain site, file noise level data previously measured and typical of the mining and processing equipment was utilized in the noise modeling. The noise models were developed using SoundPLAN 8.2 software. The following is provided in this report: • A brief introduction of the fundamentals of noise. • A brief review of the ambient and operational sound level survey data. • A review of the applicable CRS 25-12-103 noise standards. • Discussion of noise modeling methodology and results. Figure 2-1 Monarch Mountain Site and Proposed Permit Boundry Introduction Behrens and Associates, Inc. Cm! J._ _ T �F r: 1 Environmental Noise Control 3. Noise Fundamentals Sound is most commonly experienced by people as pressure waves passing through air. These rapid fluctuations in air pressure are processed by the human auditory system to produce the sensation of sound. The rate at which sound pressure changes occur is called the frequency. Frequency is usually measured as the number of oscillations per second or Hertz (Hz). Frequencies that can be heard by a healthy human ear range from approximately 20 Hz to 20,000 Hz. Toward the lower end of this range are low-pitched sounds, including those that might be described as a "rumble" or "boom". At the higher end of the range are high-pitched sounds that might be described as a "screech" or "hiss". Environmental noise generally derives, in part, from a combination of distant noise sources. Such sources may include common experiences such as distant traffic, wind in trees, and distant industrial or farming activities. These distant sources create a low-level "background noise" in which no particular individual source is identifiable. Background noise is often relatively constant from moment to moment but varies slowly from hour to hour as natural forces change or as human activity follows its daily cycle. Superimposed on this low-level, slowly varying background noise is a succession of identifiable noisy events of relatively brief duration. These events may include the passing of single -vehicles, aircraft flyovers, screeching of brakes, and other short-term events. The presence of these short-term events causes the noise level to fluctuate. Detailed acoustical definitions are provided in Appendix A. Typical indoor and outdoor A -weighted sound levels are shown in Figure 3-1. COMMON OUTDOOR NOISE LEVEL COMMON INDOOR SOUND LEVELS dB (A) SOUND LEVELS 1'I0 Rock Band B-747-200 Takeoff at 2 mi. Gas Lawn Mower at 3 ft. Diesel Truck at 150 ft. DC -9-30 Takeoff at 2 mi. Noisy Urban Daytime 84•757 Takeoff at 2 m i_ Commercial Area Quiet Urban Daytime Quiet Urban Nighttime Quiet Suburban Nighttime Quiet Rural Nighttime ' rte* f 4 i E s•ler to . tA. ,-- __ 11 - --�3 _ a Elf -lac-- 100 Inside Subway Train (New York) 90 Food Blender at 3 ft. 80 70 60 at3ft. 50 40 30 20 10 Garbage Disposal at 3 ft. Shouting at 3 ft. Vacuum Cleaner at 10 ft. Normal Speech Large Business Office Dishwasher Next Room Small Theatre, Large Conference Room. (Background) Library Bedroom at Nig f ; Concert Hall (Background) Broadcast & Recording Studio 0 Threshold of Hearing Figure 3-1 Typical Indoor and Outdoor Sound Levels Noise Fundamentals Behrens and Associates, Inc. Environmental Noise Control 4. Noise Standards The Monarch Mountain site is located in Weld County, Colorado and being permitted through the Use by Special Review (USR) permit process. Per Civil Resources, the industrial noise limit found in Colorado Revised Statutes 25- 12-103 has been assigned to the site. 4.1 CRS 25-12-103 Noise Standards The modeling analysis was developed to predict operational noise levels at code compliance points and verify compliance of operations with the Colorado Revised Statutes (CRS) 25-12-103 noise standards. The CRS code establishes permissible sound levels by type of property and hours of the day. Based on the specifications of CRS 25-12-103, the industrial noise level limits listed in Table 4-1 are applicable to the site and will be used to assess the noise impact of the site. Table 4-1 Colorado Noise Related Statutes 25-12-103 (1) Maximum Permissible Noise Levels Zone Maximum Noise to next (dBA) 7:00 pm Maximum Noise 7:00 pm to next (dBA) 7:00 am 7:00 am Residential 55 dBA 50 dBA Commercial 60 dBA 55 dBA Light Industrial 70 dBA 65 dBA Industrial 80 dBA 75 dBA Noise Standards Behrens and Associates, Inc. Environmental Noise Control 5. Monarch Mountain Operations Noise Modeling Methodology 5.1 Noise Modeling Methodology The noise modeling was completed with use of three-dimensional computer noise modeling software. All models in this report were developed with SoundPLAN 8.2 software using the ISO 9613-2 standard. Noise levels are predicted based on the locations, noise levels and frequency spectra of the noise sources, and the geometry and reflective properties of the local terrain, buildings and barriers. To ensure a conservative assessment and compliance with ISO 9613-2 standards, light to moderate winds are assumed to be blowing from the source to receptor. The predicted noise levels represent only the contribution of the Monarch Mountain mining and processing equipment operations and do not include ambient noise or noise from other facilities. Actual field sound level measurements may vary from the modeled noise levels due to other noise sources such as traffic, other facilities, other human activity, or environmental factors. Table 5-1 lists the modeled equipment and associated source sound power levels for the proposed Monarch Mountain mining and processing operations. Sound level data utilized in the Monarch Mountain mining and processing operations was based on file data of similar equipment collected by BAENC during an operational sound level survey. Monarch Mountain mining and processing equipment placement and orientation was provided by Civil Resources. The predicted modeling results are dependent on equipment and orientation as indicated. The modeling results are inclusive of the mechanical equipment listed in Table 5-1 only and assumes simultaneous operation of all noise sources. Table 5-1 Equipment Modeled for the Proposed Monarch Mountain Operations Quantity Equipment Type Source Sound Power (Lw dBA) Level 1 Conveyor 68.2 1 Dust Collector 108.5 1 115.4 Excavator 2 Loader 113.6 3 Screen 105.5 1 Water 109.1 Truck 5.2 Noise Sensitive Receptor Locations The noise sensitive receptor locations have been chosen to be consistent with the requirements of the CRS 25-12-103 noise standards. The requirements state that dBA noise levels shall comply with the applicable noise limits as measured at the property line. Figure 5-2 shows the noise sensitive receptor locations placed at various points along the site property line. Monarch Mountain Operations Noise Modeling Methodology Behrens and Associates, Inc. Environmental Noise Control LEGEND: 'all5), - - CM- PPOPOS}L P lICH'r ULU!,C ik ', WW1 i +Pr fRE5Fl WATER POND 1 (PHASE 1 SLURRY WALL A CNI4Erii 'J_ :- nkurr»r, III mu. S I I WI 3I i r; i s AG 397,200 CY {60% RECOVERY) + MA cow Oil 24, Ile CY FRESH WATER POND (PHASE 5) FF0A0stumir loot I:OLCAAI CO RI VU; HeatleritNAan 0.8 YEARS SILTATION POM PHASE 1 At* ?1W),70s CY (MA RECOVERY, ep:CONTOUA M 04"4140.43' AG 826,300 CY (60'!b } na YEA1804 CY e7liailNr. nom WISE FENCE RECOve an ) 4N`YNq.ANr sr•Nlr+IPp Od 130,1500 CY rxernNG rOOr OF 041{MMSNr SUM :In s'IRESIVMI ". �. .: Alas. r , , 1Y'tYW.CJVfl AU.!;[N IP: E:,. ; pM a — — — — u mules, - — — — ,— — — 1.7 YEARS II 0 ,:, ixG5'RNG tA3lINEut , --� wan* Loa ••9 .- _.._,: �• ,I� STOCK{'ILEN -'- g, MIFFING.Rl'CiMi Of _'L AREA ,I - _ WAY S I' `I - - PRWIO3anrawritk f - �~ EXISTING G s um I - I .1 a>: f WRCN lQIf1EIN MIA tat boat f - .' I � i - .- I e7InEFFIG MIlI n L H* PROPOSED ACCESS ROAD 4 ORILRYAIS Ram Olin mu SLIMA, M NMI • J. i 1 I k. KAM I WI Wing Phi , I Daum, MAT A6i40 — — — — nQOr� PKA1I tXO111 e1w D) INC MOM 1 I• COMMA WIVINIO cGN1'OM II A,.IgINMWT 0 t� ': lJIISi1NCi Rumen E1lCTR1W. f 1 ti _ �( CELL 4 (PHASE 5) AG 5,315,500 CY O9 442,200 a 10.6 YEAR c MA Fans WAR I (! I ` i I4i tiol , F TTi PYISTING Q IIRNIAD IIFCARICAL EYLgrING M R emit1 WATERWAY MONCTORIMO WILLS VI M,UNTIAIca I1Dtf l�ra�a ruc POLE VEL MINE ,LICATION .ORADO T � • ` CELL , sai (PHASE cv) �r � Oa 29BrA11f) CY - '� � L 'Si • 41/4,4 Ip1Y� ( 13.2 YEARS �.1 APPROXIMATE EAGLES ; ' i.- ' -1L---4.:.:. = '� _ _ - "E ' , + __q�� - +or -e a ---4A— 4 -- I „ el I .._ _ ---r a , NEST 16 t..tk Nta :.. r r 1 6 X NI U f. orltCtl I -- %4 IL- ems. < tin ILI Z • 1 -y,� \ . amm •f' d .t r Ii. III • I 5 ' i /��y iLl CI=LL I (PHASE 3) aI I AG 3,469,3%1 CY J I r 0e 215,600 CY I I 6,9 YEARS limtlm4• I \ I _. it ' ' I' I r I i' I ..•• I` Raw WIAI -•� a I I I �;1 f MN. .10ft \ CELL 1 (P'+4A5E 2) J Ats 2,113,600 CY OE 50,900 CY _ 4 YEARS -Ku lP *if ...I St AR Ile T . Y.L r,.. . .. r- - - —a - ..'9 Mr. WS AA •„ . . ) r • 1 • • J. / / , r, 4 ' ; •, +rse,r•_es.NIHR. '4Me $40 N►C,._,n, TYPICAL SECTION - MINING SLOPE d• -- ,..— MINING PLAN *or IQ,l.M.t I MAP C-5 Figure 5-1 Monarch Mountain Mining Plan Map (DWG Name: EX -CS -MINE PLAN AND REC PLAN, 2/23/2022) Monarch Mountain Operations Noise Modeling Methodology Behrens and Associates, Inc. Environmental Noise Control Figure 5-2 Receptor Locations Receptor A Receptor K Receptor J Receptor I Receptor G Receptor H Receptor B Receptor C Receptor D Receptor E Receptor F A -weighted Compliance Assessment Locations Monarch Mountain Operations Noise Modeling Methodology Behrens and Associates, Inc. Environmental Noise Control 6. Monarch Mountain Operations Noise Modeling Results Three modeling scenarios were created to investigate the proposed operations at the Monarch Mountain site. Table 6-1 lists the modeling parameters and assumptions per scenario. The scenarios were chosen to represent the worst - case scenarios based on the mining and processing operations proximity to residential building units. Table 6-1 Acoustical Modeling Scenarios Modeled Scenario Description Scenario (Phase 1 Siltation - 1 Fresh Water Pond) & • The model includes the equipment listed Table 5-1 and placement as indicated in Figure 6-1. There will be an excavator and loader operating in the fresh water and siltation ponds. All equipment is assumed to be operating simultaneously. • The equipment drying and screening inside (dust collector building & will screens) be enclosed with a with loader all processing and water truck operating in the plant area. Scenario 2 (Phase 2 - CELL 1) • The model includes the equipment listed Table 5-1 and placement as indicated in Figure 6-1. There will be a loader mining aggregate in CELL 1 and transferring it to the conveyor. All equipment is assumed to be operating simultaneously. • The drying equipment operating and inside in the screening (dust plant building collector & area. will be enclosed screens) with a with loader all processing and water truck (Phase Scenario 2 3 - CELL 2) • The model includes the equipment listed Table 5-1 and placement as indicated in Figure 6-1. There will be a loader mining aggregate in CELL 2 and transferring it • The to the conveyor. All equipment drying and screening building is assumed will be enclosed to be operating with simultaneously. all processing equipment inside (dust collector & screens) with a loader and water truck operating in the plant area. Monarch Mountain Operations Noise Modeling Results Behrens and Associates, Inc. Environmental Noise Control LEGEND: ----C-4, i s a a a i t________ PROPOSED PaENMIt !lULLMOMY SLURRY WALL Ar.['CHMIENT I ., II liiiI,CaR1 - FRESH WATER POND • 1 (PHASE 1) '=1.'+> ok67Mh4&D CD[VIOUR 1,1'} • i PI '. 7L n r AG 397,200 CY (60% RECOVERY) MMOR CN! ?4, 77& CY FRESH WATER POND (PHASE 5) DaUJDQSED *101 I_CHEIRAOO Rt v[a Yen mrlIAACt 0.8 YEARS SILTATION PON6{PHASE 1) AG 2146,1170 CY (60% RECOVERY) MAW CONrOLW A 4U• [C It tT 08 46,800 CY AG 626,304 CY (60%08EMBED WPM Pima /v 1M 'io.1)' 0.6 YEARS RECOVERY) arm. rhnarrat�lra 00 '130 600 CY 0XISTHI LDUI OF PMUWMVHr Spite 700 P INESIUMME. CO 00bO S '1dlSI J win WLYIY.CNILeSCXIRCES.C1lM aAtWwu .�..� to ta. IS �. .: s 1 7 YEARS ate- s.—• a — - - - 0 Ext4T1�+6 QAilM6Kr r a, — .+�, :�. _ �� r ...' �.. I tilCilM7N tINI OVER6UROt:k f • STOK PILE I g$1:111 I I E7174TINN, RIGHT OP WAY - AREA )h. -- I 1 , ) I -- _ � i I Alkiitir}r _ PROPLISEn CONVFYCIY. DOTING OAS Lk* MGRARCH ACU4TA1R NIA 1i OWE KENO EXISTING. PIA LINE IIr , , 9 I I ' I I PROIRSID ACCESS PQAO 4 aLrOAAEW ram Nara tea A \ WI flI • f 31 I RANI qA ' NMI Plt! MIMING "1TIN PSI 10AD 8000' PIMP MICuiMH I I McKim woman' i �I I DIMING AMRJED IUCTh1CAI I r ii .4411 %Si- CELL 4 (PHASE 5) AG 5,315,5100 4Y 08 442,200 CY YEARS wo AmnrGrss r i y �A I i ,1 'I I v kXIfTI+IG OvEAp11 AO EOM hItcAs tlltITING kletA Of1Itc MAMMA, }MOOIrTDRINO MRLLS DI IJNCRIt[ hLl rtr C1RIt Pat VEL MINE "LICATION .ORADO CELL 3 (PHASE 4)O • sih, ' 4 I AG b,587,504 CY ' '. OS ?96,400 CY ' '—'-` III hI 111 I.4.4 - ilk- NI it 13.2 YEARS - - - APPROXIMATE r,4cl es - - - - ,,, --- MONARCH -C CORMS 112 P1 WELD COl At -_%. to IL lall1liti ma% 11TH.r11t Ah lilt ,�- ORW:1 .' i 1 ` I a a Si Os Mei imp NM as NI I it I II I CELL 2 (PHASE 3) -` -- ~ -_ !� 4G 3,469,200 CY I I I 1 • 08 215,600 CY 6.9 YEARS sr.-:mv, I 1] I 1 �1 I Mr IUrP'r 1YNA. .. SO - r. a a a arrrraar a 11 t H Drying & Screening Building, Plant Area, and f LLL ! (PHASE 2) v Conveyor in Phases) AG 2,113,600 CY (Included all 08 50,'700 CY 4 YAKS l ❑L".JVs I) 4. YAM RA YAW at ■P :Ali . Y'L,rl1' ' Phase 1 - Fresh Water & Siltation Ponds .:Htl:rma,t MM t: WIG. IS III( rhr.l hFall r• r,} MVO '14#i MID PI : 14.44 Phase 2 -CELL 1 - - - MINING PLAN •,. MAP Phase 3 — CELL 2 c -s Figure 6-1 Monarch Mountain Mining Plan Map and Operational Phases Monarch Mountain Operations Noise Modeling Results Behrens and Associates, Inc. Environmental Noise Control The results of the noise modeling are presented in Table 6-2. The locations in the tables correspond to the locations identified in Figure 5-2. The predicted noise levels represent only the contribution of the project operations and do not include ambient noise or noise from other facilities. Figure 6-2, Figure 6-3, and Figure 6-4 shows the Monarch Mountain Noise Contour Maps for Scenario 1, Scenario 2, and Scenario 3 respectively. The noise contours are provided in 5 dB increments with the color scale indicating the sound level of each contour. Actual field sound level measurements may vary from the modeled noise levels due to other noise sources such as traffic, other facilities, other human activity, or environmental factors. The noise modeling results listed in Table 6-2 indicate that the proposed Monarch Mountain mining and processing operations are predicted to comply with the allowable Industrial CRS noise limits at all modeled receptor locations. Table 6-2 A -Weighted (dBA) Noise Modeling Results Noise Receptor Sensitive Location Scenario 1 Scenario 2 Scenario 3 A 43.2 39.9 39.9 B 52.5 47.3 47.3 C 54.6 47.2 47.3 D 42.8 38.1 39.5 E 36.8 34.4 37.3 F 39.6 36.4 42.4 G 36.1 43.1 46.6 H 32.8 56.8 38.9 I 50.9 51.2 53.0 J 48.7 48.4 49.2 K 44.8 41.0 41.2 Industrial Noise CRS Limit 80.0 Day / 75.0 Night g Monarch Mountain Operations Noise Modeling Results Behrens and Associates, Inc. Environmental Noise Control Behrens and Associates, Inc. Environmental Noise Control Behrens and Associates, Inc. Environmental Noise Control Behrens and Associates, Inc. Environmental Noise Control 7. Conclusion A noise modeling analysis was conducted of the proposed mining and processing activities at the Monarch Mountain site operated by Civil Resources. This study has been conducted in relation to the Industrial Zoned allowable noise limits found in the Colorado Revised Statutes (CRS) 25-12-103 noise regulations. The noise modeling includes the proposed phases and mechanical equipment of the mining operations at the Monarch Mountain site per project documents provided by Civil Resources. The results of the noise modeling indicate that the Monarch Mountain mining and processing operations for all modeled phases are predicted to comply with the allowable Industrial CRS noise limits at all modeled receptor locations. Conclusion Behrens and Associates, Inc. Environmental Noise Control Appendix A Glossary of Acoustical Terms Glossary of Acoustical Terms Behrens and Associates, Inc. Environmental Noise Control Ambient Noise The all -encompassing noise associated with a given environment at a specified time, usually a composite of sound from many sources both near and far. Average Sound Level See Equivalent -Continuous Sound Level A -Weighted Sound Level, dB(A) The sound level obtained by use of A -weighting. Weighting systems were developed to measure sound in a way that more closely mimics the ear's natural sensitivity relative to frequency so that the instrument is less sensitive to noise at frequencies where the human ear is less sensitive and more sensitive at frequencies where the human ear is more sensitive. Decibel (dB) The basic unit of measurement for sound level. Equivalent -Continuous Sound Level (Leq) The average sound level measured over a specified time period. It is a single -number measure of time -varying noise over a specified time period. It is the level of a steady sound that, in a stated time period and at a stated location, has the same A -Weighted sound energy as the time -varying sound. For example, a person who experiences an Leq of 60 dB(A) for a period of 10 minutes standing next to a busy street is exposed to the same amount of sound energy as if he had experienced a constant noise level of 60 dB(A) for 10 minutes rather than the time -varying traffic noise level. Frequency The number of oscillations per second of a sound wave Noise Reduction The difference in sound pressure level between any two points. Octave The frequency interval between two sounds whose frequency ratio is 2. For example, the frequency interval between 500 Hz and 1,000 Hz is one octave. Octave -Band Sound Level For an octave frequency band, the sound pressure level of the sound contained within that band. One -Third Octave The frequency interval between two sounds whose frequency ratio is 2^(1/3). For example, the frequency interval between 200 Hz and 250 Hz is one-third octave. One -Third -Octave -Band Sound Level For a one -third -octave frequency band, the sound pressure level of the sound contained within that band. Receptor A person (or persons) or equipment which is affected by noise. Sound A physical disturbance in a medium (e.g., air) that is capable of being detected by the human ear. Glossary of Acoustical Terms Behrens and Associates, Inc. Environmental Noise Control Sound Level Meter (SLM) An instrument used for the measurement of sound level, with a standard frequency -weighting and standard exponentially weighted time averaging. Sound Power Level A physical measure of the amount of power a sound source radiates into the surrounding air. It is measured in decibels. Sound Pressure Level A physical measure of the magnitude of a sound. It is related to the sound's energy. The terms sound pressure level and sound level are often used interchangeably. Glossary of Acoustical Terms Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 3/7/2022 Municipality with CPA or IGA G. 11"f Ors $Vp.t4S Name of Person Inquiring Kyle Ragan Property Owner HS Land & Cattle Planner Kim Ogle kogle@weldgov.com Legal Description Parts of Sections 18, 19 & 30, T4N, R66W, 6thPM Parcel Number 105719000018, 105719000006, 105719300009, 105730200052, 10573020004 Nearest Intersection outh of and adjacent to County Road 44, West of and adjacent to County Roa Type of Inquiry USR Aggregate Mine The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments Applicant is proposing an aggregate mine for construction materials ,sand and gravel mine and processing associated processing facility on lands located within the Weld County and Municipality CPA. Does the Town wich to seek annexation? Name/Title of Municipality Representative Anne Best Johnson, Corn Dev Director, Evans Municipality Comments The City of Evans appreciates the referral opportunity. These properties are outside the City's 2022 Three -Mile Plan. The City of Evans does not have concerns about the proposed development. If the haul route is to be across or on City of Evans - maintained roads, properties or easements, the applicant is requried to enter into an agreement with the City of Evans. Thank you again for this opportunity. NOTE: Please add "Evans CPA" to the drop down menu for "Municipality with CPA or IGA" in the form above. Thank you! Kim Ogle Digitally signed by Kim Ogle Date: 2022.03.09 12:16:58 -07'00' Signature of Weld County Planner (.4> tv f :5 - -:(/)./1.4.6., Signature of Municipality Representative Plase return the signed form to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 ^' (970)304-6498 fax Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry /u-cei , O . ..Pd 12 Municipality with CPA or IGA Platteville CPA Name of Person Inquiring Kyle Regan Property Owner HS Land & Cattle Planner Kim Ogle kogle@weldgov.com Legal Description E2NW4, N2SW4, Lot B RE -4931 and Lot B RE -4932 in 30-4-66 and Lot B RE -493 Parcel Number 105719000018, 105719000006, 105719300009, 105730200052, 10573020004 Nearest Intersection South of and adjacent to County Road 44, West of and adjacent to County Ro; Type of Inquiry Aggregate Mining Operation The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments Applicant is proposing an aggregate mine for construction materials ,sand and gravel mine and processing associated processing facility on lands located within the Weld County and Municipality CPA. Does the Town wich to seek annexation? Name/Title of Municipality Representative , „-,L1 Municipality Comments Kim Ogle Digitally signed by Kim Ogle Date: 2022.03.09 12:57:50 -07'00' Signature of Weld County Planner Signature of Municipality Representative Plase return the signed form to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 - (970)304-6498 fax Weld County Treasurer Statement of Taxes Due Account Number R4404786 Parcel 10571 8000026 Legal Description 17122 SE4NE4/NE4SE4 18 4 66 (4R2D) Situs Address 21421 HIGHWAY 60 WELD Account: R4404786 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Interest Tax Charge 2021 $1,833.04 Fees Payments $0.00 $0.00 ($1.833.041 Total Tax Charge Grand Total Due as of 06/28/2022 Balance $0.00 $0.00 $0.00 Tax Billed at 2021 Rates for Tax Area 2879 - 2879 Authority WELD COUNTY SCHOOL DIST RE NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy [5 0380000* 17.1870000* 10000000 14040000 2 1890000 9.0340000 8.6560000 6 3420000 3.1970000 Amount Values Actual Assessed $430.40 AG -DRY FARM LAND $3,040 $880 $491 90 AG -GRAZING LAND $268 $80 $28.62 AG -WASTE LAND $100 $30 FARM/RANCH $378,387 $27,050 $40.18 RESIDENCE -IMPS OTHER BLDGS.- $1,999 $580 $62 64 AGRICULTURAL $258 55 $247 74 $181 51 $91.50 64.0470000 $1,833.04 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Total $383,794 $28,620 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig ,,,.....it. Date: (, . fig• 20�2 Weld County Treasurer Statement of Taxes Due Account Number R4405986 Parcel 105718000036 Legal Description 17121 S2SE4 18 4 66 (2R I D) Situs Address 21171 HIGHWAY 60 WELD Account: R4405986 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Interest Tax Charge 2021 Total Tax Charge $159.86 $0.00 Fees Payments $0.00 ($159.86) Balance $0.00 $0.00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 3003 - 3003 Authority WELD COUNTY SCHOOL DIST RE I NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY WEST GREELEY CONSERVATION Mill Levy 15.0380000* 171870000* 10000000 1.4040000 2.1890000 9 0340000 8.6560000 6.3420000 3.1970000 0.4140000 Amount $37.28 $42.63 $2.48 $3 49 $5.42 $22.40 $21.47 $15.73 $7.93 $1.03 Taxes Billed 2021 64 4610000 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 $159.86 Values AG -FLOOD IRRRIGATED LAND AG -DRY FARM LAND AG -GRAZING LAND AG -WASTE LAND Total Actual Assessed $6,616 $1,920 $1,465 $460 $33 $420 $130 $10 $8,574 $2,480 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. SignAt _ Date: (D. 72% 2b22 Weld County Treasurer Statement of Taxes Due Account Number R4406786 Parcel 105719000006 Legal Description 17135 N2SW4 19 4 66 EXC UND [NT OG&M ON UNOCCUPIED R/W Situs Address 12497 COUNTY ROAD 25 1/2 WELD Account: R4406786 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax Interest 2021 $1,336.02 Fees Payments $0.00 $0.00 ($1,336.02) Balance $0.00 Total Tax Charge $0.00 Grand Total Due as of 06/28/2022 .0.00 Tax Billed at 2021 Rates for Tax Area 2879 - 2879 Authority WELD COUNTY SCHOOL DIST REl NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy Amount 15.0380000* $313.70 17.1870000* $358 52 1.0000000 $20.86 1.4040000 $29.28 2. 1890000 $45 66 9 0340000 $188.45 8 6560000 $18056 63420000 $132.30 3 1970000 $66 69 64 0470000 $1,336 02 Values AG -DRY FARM LAND AG -GRAZING LAND AG -WASTE LAND FARM/RANCH RESIDENCE -IMPS OTHER BLDGS - AGRICULTURAL Total Actual Assessed $2,004 $580 $481 $140 $66 $20 $276,429 $19,760 $1,238 $360 $280,218 $20,860 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sign\dt _ Date: tv .79'. 2022 Weld County Treasurer Statement of Taxes Due Account Number R4407886 Parcel 105719000018 Legal Description 17138 E2NW4 19 4 66 Situs Address Account: R4407886 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax interest Fees Payments Balance 2021 $79.42 $0.00 Total Tax Charge Grand Total Due as of 06/28/2022 $0.00 ($79.42) $0.00 $0.00 $0.00 Tax Billed at 2021 Rates for Tax Area 2879 - 2879 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15 0380000* 17.1870000* 1.0000000 1.4040000 2.1890000 9.0340000 8.6560000 6.3420000 3.1970000 Amount $18.67 $21.31 $1 24 $1.74 $2.71 $11.20 $10.73 $7.86 $3 96 64 0470000 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 $79.42 Values AG -DRY FARM LAND AG -GRAZING LAND AG -WASTE LAND OTHER BLDGS - AGRICULTURAL Total Actual $997 $1,892 $129 $1,254 Assessed $290 $550 $40 $360 $4,272 $1,240 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig Date: 7g. 2022 Weld County Treasurer Statement of Taxes Due Account Number R0116001 Parcel 105719000021 Legal Description PT SE4 19-4-66 LOT A REC EXEMPT RE -2714 EXC UPRR CO RES ( 76R) Situs Address WELD Account: R0116001 HS LAND AND CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge 2021 Tax Interest $66.58 $0.00 Fees $0.00 Payments ($66.58) Balance $0.00 Total Tax Charge $0.00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2191 - 2191 Authority WELD COUNTY SCHOOL DIST REl NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17 1870000* 1 0000000 14040000 2 1890000 8.6560000 6.3420000 3.1970000 Amount Values $18.21 AG -FLOOD $20 80 IRRRIGATED LAND $1 21 Total $1 70 $2 65 $10.48 $7'.67 $3.86 55 0130000 $66 58 Actual Assessed $4,189 $1,210 $4,189 $1,210 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig .,,,,,,,4t _ Date: ( .7g• 2O22 Weld County Treasurer Statement of Taxes Due Account Number R011620I Parcel 105719000023 Legal Description PT SE4 19-4-66 LOT C REC EXEMPT RE -2714 EXC UPRR CO RES (4.43R) Situs Address 20203 HIGHWAY 60 WELD Account: R0116201 HS LAND AND CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax Interest Fees Payments 2021 $8,072.06 $0 00 $0.00 ($8,072.06) Balance $0 00 Total Tax Charge $0 00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2191 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy - 2191 Mill Levy 15.0380000* 17 1870000* 1.0000000 1.4040000 2.1890000 8 6560000 6.3420000 3 1970000 Amount $2,206 53 $2,521.86 $146.73 $206.00 $321 19 $1,270 10 $930 56 $469.09 55.0130000 $8,072.06 Values OFFICES -LAND OFFICES - IMPROVEMENTS AG -SPRINKLER IRRIGATED LAND AG -FLOOD IRRRIGATED LAND FARM/RANCH RESIDENCE -IMPS OTHER BLDGS.- AGRICULTURAL Total Actual Assessed $1,899 $550 $305,435 $88,580 $108,145 $32,239 $3,500 $57,370 $31,360 $9,350 $250 $16,640 $508,588 $146,730 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sign.\\It- Date: 67.7g. 2O22 Weld County Treasurer Statement of Taxes Due Account Number R4468706 Parcel 105719100001 Legal Description PT S2NE4 19-4-66 LOT A REC EXEMPT RE 4379 EXC UPRR RES Situs Address 20609 HIGHWAY 60 WELD Account: R4468706 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Interest Tax Charge 2021 Fees $1,734.56 $0.00 Payments $0.00 ($1,734.56) Balance $0.00 Total Tax Charge $0.00 Grand Total Due as o£ 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 0121 - 0121 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17 1870000* 1.0000000 1.4040000 2.1890000 8.6560000 6.3420000 3 1970000 Amount Values $474.13 $541.91 $31 53 $44.28 AG -FLOOD IRRRIGATED LAND FARM/RANCH RESIDENCE -IMPS OTHER BLDGS.- AGRICULTURAL $69.02 Total $272.92 $199.97 $10080 55 0130000 $1,734 56 Actual Assessed $9,391 $2,720 $358,606 $25,640 $10,935 $3,170 $378,932 $31,530 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Date: tv . fig• 20�2 Weld County Treasurer Statement of Taxes Due Account Number R4468806 Parcel 105719100002 Legal Description Situs Address PT S2NE4 19-4-66 LOT B REC EXEMPT RE 4379 EXC UPRR RES Account: R4468806 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Interest Fees Tax Charge 2021 $L170.14 Payments Balance $0.00 $0.00 ($1,170.14) $0.00 Total Tax Charge $0.00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 0121 - 0121 Authority WELD COUNTY SCHOOL DIST RE I NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17 1870000* 1 0000000 1.4040000 Amount $319.86 $365.57 $21.27 $29 86 2.1890000 $46 57 8 6560000 6.3420000 3 1970000 $18411 $134.89 $68 01 55 0130000 $1,170.14 Values AG -FLOOD IRRRIGATED LAND AG -WASTE LAND Total Actual Assessed $73,300 $21,260 $9 $10 $73,309 $21,270 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig Date: (p . fig. 2)0�2 Weld County Treasurer Statement of Taxes Due Account Number R6778847 Parcel 105719100003 Legal Description PT N2NE4 19-4-66 BEG C4 COR S89D49'W 6' N00D44'W 949' N00D58'W 297' N00D36'E 68' N00D34'E 57' N01 D29'E 25' N 13D56'E 22' N33D40'E 29' S87D30'E 255' S87O42'E 292' S87D38'E 2052' S00D34'E 7' S89D44'W 2606' S00D2 l'E 1319' TPOB EXC UPRR CO RES Situs Address Account: R6778847 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Tax Charge Interest Fees Payments Balance 2021 $7.06 $0.00 $5.00 ($12.06) $0.00 Total Tax Charge $0.00 Grand Total Due as of 06/28/2022 $0.00 COLLECT Tax Billed at 2021 Rates for Tax Area 2879 - 2879 Authority WELD COUNTY SCHOOL DIST RE1 NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 Mill Levy 15.0380000* 17.1870000* 10000000 1.4040000 2.1890000 9.0340000 8.6560000 6.3420000 3.1970000 $5.00 Amount Values Actual Assessed $1.69 AG -DRY FARM LAND $384 $110 $1.88 Total $384 $110 $0.11 $0 16 $0.24 $0.99 $0 95 $0.69 $0 35 64.0470000 $7 06 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. .,,,,t• Sig 7 Date: to. . 7g• 2022 Weld County Treasurer Statement of Taxes Due Account Number R6778848 Parcel 105719100004 Legal Description N2NE4 19-4-66 EXC BEG C4 COR S89D49'W 6' N00D44'W 949' N00D58'W 297' N00D36'E 68' N00D34'E 57' N0I O29'E 25' N 13D56'E 22' N33D40'E 29' S87D30'E 255' S87D42'E 292' S87D38'E 2052' S00D34'E 7' S89D44'W 2606' S00D2 I'E 1319' TPOB EXC UPRR CO RES Situs Address WELD Account: R6778848 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax Interest Fees Payments Balance 2021 $505 98 $0 00 $0.00 ($505.98) $0.00 Total Tax Charge $0 00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2879 - 2879 Authority WELD COUNTY SCHOOL DIST REI NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD CENTRAL COLO WATER WELL (CC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17.1870000* 1.0000000 14040000 2 1890000 9.0340000 8.6560000 6 3420000 3.1970000 Amount $118.81 $135.77 $790 $11.09 $1730 $71 37 $68 38 $50 10 $25 26 64.0470000 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 $505.98 Values AG -FLOOD IRRRIGATED LAND AG -DRY FARM LAND AG -GRAZING LAND AG -WASTE LAND Total Actual Assessed $24,985 $7,250 $1,730 $418 $89 $500 $120 $30 $27,222 $7,900 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signt _ Date: , . 2 ' 20�2 Weld County Treasurer Statement of Taxes Due Account Number R6777916 Parcel 105719300009 Legal Description S2SW4 19-4-66 LOT B REC EXEMPT RE -4932 Situs Address Account: R6777916 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Interest Tax Charge Fees Payments Balance 2021 $605.22 $0.00 $0.00 ($605.22) $0.00 Total Tax Charge $0 00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2179 - 2179 Authority WELD COUNTY SCHOOL DIST RE I NORTHERN COLORADO WATER (NC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15 0380000* 17.1870000* 1.0000000 8.6560000 6.3420000 3.1970000 Amount $17700 $202 29 $11 77 $101.88 $74 65 $37 63 51.4200000 $605 22 Values AG -FLOOD IRRRIGATED LAND AG -WASTE LAND Total Actual Assessed $40,565 $11,760 $34 $10 $40,599 $11,770 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig .„,..,.}-t _ Date: to . 2g. 20�2 Weld County Treasurer Statement of Taxes Due Account Number R6775878 Parcel 105730200047 Legal Description PT S2NW4 30-4-66 LOT B REC EXEMPT RE -4849 (1.57D) Situs Address Account: R6775878 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax Interest Fees Payments Balance 2021 Total Tax Charge Grand Total Due as of 06/28/2022 $756.44 $0.00 $0.00 ($756.44) $0.00 $0.00 $0.00 Tax Billed at 2021 Rates for Tax Area 2192 - 2192 Authority WELD COUNTY SCHOOL DIST RE I NORTHERN COLORADO WATER (NC CENTRAL COLORADO WATER (CCW CENTRAL COLORADO WATER SUBD PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15 0380000* 17.1870000* 1.0000000 14040000 2 1890000 8.6560000 6.3420000 3.1970000 Amount Values $206 78 AG -FLOOD $236.32 IRRRIGATED LAND $13.75 Total $1931 $30.10 $11902 $87 20 $43.96 55.0130000 $756 44 $47,408 Actual Assessed $13,750 $47,408 $13,750 Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. NitSig ' Date: to . 2g• 20�2 Weld County Treasurer Statement of Taxes Due Account Number R6777914 Parcel 105730200052 Legal Description PT N2NW4 30 4 66 LOT B REC EXEMPT RE -4931 EXC UPRR CO RES Situs Address WELD Account: R6777914 HS LAND & CATTLE LLC PO BOX 366 GILCREST, CO 80623-0366 Year Tax Charge Tax I rater esl Fees Payments Balance 2021 $986.24 $0.00 Total Tax Charge $0.00 ($986.24) $0.00 $0.00 Grand Total Due as of 06/28/2022 $0.00 Tax Billed at 2021 Rates for Tax Area 2179 - 2179 Authority WELD COUNTY SCHOOL DIST REl NORTHERN COLORADO WATER (NC PLATTEVILLE-GILCREST FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LIBRARY Taxes Billed 2021 * Credit Levy Mill Levy 15.0380000* 17 1870000* 1.0000000 8.6560000 6 3420000 3 1970000 Amount $288.44 $329.64 $19 18 $166.02 $121 64 $61.32 514200000 $986.24 Values AG -FLOOD IRRRIGATED LAND AG -WASTE LAND Total Actual Assessed $66,067 $19,160 $70 $20 $66,137 $19,180 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES .,. •..•.ter•-....., r,.-..-., „-. n.,r. Y, ,r rr.r F. n• •.-.rr.•n r.rr•^I" r•FV.ITRI'TCIn a ClnD Tr. DC*AITTA Air F M TCD TI -IF Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Sig Date: (o .7g. 2O22 Hello