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Home My WebLink About20151415.tiff Eiviroieit, LARRY E.O'BRIAN 7985 VANCE DRIVE,SUITE 205A FOUNDER ARVADA,COLORADO 80003 STEVAN L.O'BRIAN 303-423-7297 PRESIDENT FAX 303-423-7599 May 15, 2015 Weld County Board of County Commissioners 1150"O"Street Greeley,Colorado 80632 Re: Amended application for a Mined Land Reclamation Permit We are delivering to you here a Notice of Application and supporting documents for the Rinn Valley Resource(Permit#M-1997-093)to be operated by L.G. Everist,Incorporated,pursuant to rule 2.2.2(1),Colorado Mined Land Reclama- tion Board-Mineral Rules and Regulations. Please acknowledge receipt of this notice by signing in the appropriate space provided below and return a signed copy of this cover letter to the person deliver- ing it. We need to submit this copy to the Division of Reclamation,Mining&Safety as proof of our filing with you. Respectfully Submitted, RECEIVED MAY 152015 Stevan L. O'Brian WELD COUNTY COMMISSIONERS enclosure RECEIVED THIS DAY OF 2015 Weld County Board of County Commissioners By Title �L 2vteLJ 2015-1415 5---c20-15 acr-L;?1W 5h8 EXHIBIT Q NOTICE TO COUNTY COMMISSIONERS NOTICE OF FILING FOR COLORADO MINED LAND RECLAMATION PERMIT FOR REGULAR ( 112 : CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS L . G . Everist , Incorporated ( the "Applicant /Operator" ) has ap - plied for an amendment to their Rinn Valley Resource regular ( 112 ) reclamation permit ( M- 1997 - 093 ) from the Colorado Mined Land Reclamation Board ( " the Board " ) to conduct an extraction of construction materials operation in Weld County . The attached information is being provided to notify you of the location and nature of the proposed operation . The entire application is on file with the Colorado Division of Reclamation , Mining & Safety ( " the Division " ) and the local county clerk and recorders of - fice . The applicant proposes to reclaim the land as Developed Water Storage . Pursuant to C . R . S . 34 - 32 . 5 - 116 ( 4 ) ( m ) , C . R . S . , the Board may confer with the local Board of County Commissioners before approving the post - mining land use . Accordingly , the Board would appreciate your comments on the proposed operation . Please note that , in order to preserve your right to a hearing before the Board on this application , you must submit written comments to the application within twenty ( 20 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( 10 ) , C . R . S . If you would like to discuss the proposed post - mining land use , or any other issue regarding this application , please contact Division of Reclamation , Mining & Safety , 1313 Sherman St . , Room 215 , Denver , CO 80203 , ( 303 ) 866 - 3567 . L . G . Everist , Incorporated . ( 5 / 15 / 2015 ) Hand Delivered 73 STATE OF COLOPADO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman St., Room 215 Denver, Colorado 80203 COLORADO CONSTRUCTION MATERIALS DIVISION OF Phone: (303) 866-3567 RECLAMATION FAX: (303) 832-8106 REGULAR (112) OPERATION MINING RECLAMATION PERMIT APPLICATION FORM SAFETY Bill Ritter, Jr. CHECK ONE: There is a File Number Already Assigned to this Operation Governor Harris D. Sherman Permit_# M -- - (Please reference the file number currently assigned to this operatiolaIecutive Director I New Application (Rule 1 .4.5) [ ✓ _ Amendment Application (Rule 1 . 10) Ronald W. cattany Division Director _ Conversion Application (Rule 1 . 11) Natural Resource Trustee Permit # M -1997 -093 - (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1) the application form; (2) Exhibits A-S, Addendum 1, any sections of Exhibit 6.5 (Geotechnical Stability Exhibit; and (3) the application fee. When you submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form, two (2) copies of Exhibits A-S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, and a check for the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3-ring binder; maps should be folded to 8 1/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. 1 . Applicant/operator or company name (name to be used on permit): L.G. Everist . Incorporated 1 . 1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (pit, mine or site name): Rinn Val ey Resource 3. Permitted acreage (new or existing site): 240.0 permitted acres 3. 1 Change in acreage (-) 2.87 acres 3.2 Total acreage in Permit area 242.87 acres 4. Fees: 4. 1 New Application 6M* application fee 4.2 New Quarry Application $$30201 quarry application 4.4 Amendment Fee $2,229.00 amendment fee 4.5 Conversion to 112 operation (set by statute) 14)6X01411 conversion fee 5. Primary commoditie(s) to be mined: Gravel Sand Borrow 5 . 1 Incidental commoditie(s) to be mined: 1 . - lbs/Tons/vr 2. / lbs/Tons/vr 3 , / lbs/Tons/yr 4. / lbs/Tons/yr 5. / lbs/Tons/vr 5.2 Anticipated end use of primary commoditie(s) to be mined: Specification aggregates 5.3 Anticipated end use of incidental commoditie(s) to be mined: Office of Office of (,Iin.+/� 1 -•..� �nr�nw... i�.n rlww..•-. - r. ....a I...a.{ i... - fl..r..�w� • ♦ ..t- I • .• • -2 - 6. Name of owner of subsurface rights of affected land: L.G. Everist, Incorporated 112 or more owners, "refer to Exhibit O". 7. Name of owner of surface of affected land: L.G. Everist, Incorporated. 8. Type of mining operation: ✓ Surface Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): ✓ 6th(Colorado) n 10th(New Mexico) Ute SECTION(write number): S_10 TOWNSHIP (write number and check direction): T L_ 2 North _South RANGE(write number and check direction): R (OE 0 East West QUARTER SECTION(check one): L_NE I NW _SE F;_SW QUARTER/QUARTER SECTION (check one): i NE I✓ NW E_SE . ',SW GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): .ApproximatetyA...6_mileamorthwest of the Town of Fredrick. Approx. Elevation 4850' msl 10. Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) 39° 44' 12.98" (W) 104' 59' 3.87" I.atitude(N): deg 40 min 08_ sec 59 . 75 (2 decimal places) Longitude(W): deg 104 min 59 sec 5�. 00 (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude(N) (5 decimal places) Lungitudc(W) (5 decimal places) OR Universal Tranverse Mercator(UTM) Example: 201336.3 E NAD27 Zone 13 4398351.2 N UTM Datum(specify NAD27,NAD83 or WGS 84) WGS 84 Zone 13 Easting Northing - 3 - 1 1 . Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Dennis L. Fields Title: Vice President Company Name: L.G. Everist, Inc. Street/P.O. Box: 7321 E 88th Ave. , Suite 200 P.O. Box: City: Henderson State: CO Zip Code: 80640 Telephone Number: ( 303 ) _ 287-4656 Fax Number: ( 303 ) _ 289-1348 PERMITTING CONTACT (if different from applicant/operator above) Contact's Name: Steve O ' Brian Title: President Company Name: Environment, Inc Street/P.O. Box: 7985 Vance Dr. #205A P.O. Box: City: Arvada State: CO Zip Code: 80003 Telephone Number: ( 303 ) - 423-7297 Fax Number: ( 303 ) - 423-7599 INSPECTION CONTACT Contact's Name: Lynn M. Shults Title: Regulatory Manager Company Name: L.G. Everist, Inc. Street/P.O. Box: 7321 E 88th Ave. , Suite 200 P.O. Box: City: Henderson State: CO Zip Code: 80640 Telephone Number: ( 303 ; - 286-2247 Fax Number: ( 303 ; - 289-1348 CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: ( ) - CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: "Telephone Number: ( ; - - 4 - 12. Prima'. future (Post-mining) land use (check one): Cropland(CR) El Pastureland(PL) I I General Agriculture(GA) 1 J Rangcland(RL) II Forestry(FR) Wildlife Habitat(WL) IResidcntial(RS) _O Recreation(RC) Industrial/Commercial(IC) ✓ Developed Water Resources(WR) ,l Solid Waste Disposal(WD) 13. Primary present land use (check one): Cropland(CR) Pastureland(PL) General Agriculture(GA) J J Rangcland(RL) I Forestry(FR) Wildlife Habitat(WL) Residential(RS) 1:I Recreation(RC) El Industrial/Commercial(IC) Developed Water Resources(WR) 14. Method of Mining: Briefly explain mining method (e.g. truck/shovel): Trackhoe and front end loaders remove material for delivery to the processing plant. 15. On Site Processing: _IV _ Crushing/Screening 13. 1 Briefly explain mining method (e.g. truck/shovel): Materia_ is prnressed into cper•i f ir•ntinn nggregntes acing crushers, and Screen plants List any designated chemicals or acid-producing materials to be used or stored within permit area: None 16. Description of Amendment or Conversion: If you are amending or converting an existing operation, provide a brief narrative describing the proposed change(s). This amendment corrects the mine size and changes the final use from Pastureland with ground . water lakes to developed water storage with revegetated areas. - 5 - Maps and Exhibits: Two (2) complete, unbound application packages must be submitted. One complete application package consists of a signed application form and the set of maps and exhibits referenced below as Exhibits A-S, Addendum I , and the Geotechnical Stability Exhibit. Each exhibit within the application must be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered consecutively for ease of reference. If separate documents are used as appendices, please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6.4, 6.5, and I .6.2( l )(b): EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Pre-Mining and Mining Plan Map(s) of Affected Lands EXJ I.IBI"I' D Mining Plan EXHIBIT E Reclamation Plan EXHIBIT F Reclamation Plan Map EXHIBIT G Water information EXHIBIT H Wildlife Information EXHIBIT I Soils Information EXl IIBIT J Vegetation Information EXHIBIT K Climate Information EXHIBIT L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBIT N Source of Legal Right-To-Enter EXHIBIT O Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined EXI IIBIT P Municipalities Within Two Miles EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Conservation District EXHIBIT R Proof of Filing with County Clerk or Recorder EXHIBIT S Permanent Man-Made Structures Rule 1 .6.2( l )(b) ADDENDUM I - Notice Requirements (sample enclosed) Rule 6.5 Geotechnical Stability Exhibit (any required sections) The instructions for preparing Exhibits A-S, Addendum 1 , and Geotechnical Stability Exhibit are specified under Rule 6.4 and 6.5 and Rule 1 ,6.2(1 )(b) of the Rules and Regulations. If you have any questions on preparing the Exhibits or content of the information required, or would like to schedule a pre-application meeting you may contact the Office at 303-866-3567. Responsibilities as a Permittee: Upon application approval and permit issuance, this application becomes a legally binding document. Therefore, there are a number of important requirements which you, as a permittee, should fully understand. These requirements are listed below. Please read and initial each requirement, in the space provided, to acknowledge that you understand your obligations. If you do not understand these obligations then please contact this Office for a full explanation. 9 1 . Your obligation to reclaim the site is not limited to the amount of the financial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; - 6 -(--P--/ 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information coma' iled in the application or your permit misrepresent important material facts;(j) 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result; (-D__;°' 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office; P-DSI 5. It is your responsibility to notify the Office of any changes in your address or phone number; leD 6. Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the entrance of p the mine site, which shall be clearly visible from the access road, with the following information (Rule 3 . 1 . 12): a. the name of the operator; b. a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, c. the permit number. j� 7. The boundaries of the permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. •-t" 8. It is a provision of this permit that the operations will be conducted in accordance with the terms and conditions listed in your application, as well as with the provisions of the Act and the Construction Material Rules and Regulations in effect at the time the permit is issued. et_palf 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the previous year a permit is held. For example, a permit with the anniversary date of July 1 , 1995, the annual fee is for the period of July 1 , 1994 through June 30, 1995 . Failure to submit your annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the permittee, to continue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. NA 10. For joint venture/partnership operators: the signing representative is authorized to sign this document and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application. - 7 - NOTE TO COMMENTORS/OBJECTORS: It is likely there will be additions, changes, and deletions to this document prior to final decision by the Office. Therefore, if you have any comments or concerns you must contact the applicant or the Office prior to the decision date so that you will know what changes may have been made to the application document. The Office is not allowed to consider comments, unless they are written, and received prior to the end of the public comment period. You should contact the applicant for the final date of the public comment period. If you have questions about the Mined Land Reclamation Board and Office's review and decision or appeals process, you may contact the Office at (303) 866-3567. - 8 - Certification: As an authorized representative of the applicant, 1 hereby certify that the operation described has met the minimum requirements of the following terms and conditions: 1 . To the best of my knowledge, all significant, valuable and permanent man-made structure(s) in existence at the time this application is filed, and located within 200 feet of the proposed affected area have been identified in this application (Section 34-32.5- 115(4)(e), C.R.S.). 2. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5- 115(4)(f), C.R.S.; 3 . As the applicant/operator, I do not have any extraction/exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5- 120, C.R.S.) as determined through a Board finding. 4. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, C.R.S. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-112,CR.S., of the Colorado Land Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section 34-32.5-123, C.R.S. /f / Signed and dated this 9 day of /�`' Y , a ,� L.G. Everist, Incorporated If Corporation Attest (Seal) Applicant/Operator or Company Name Signed: �� • - Signed. Grhua- C-ilgrac--- • Corporate Secretary or Equivalent Title: Vice President - Town/City/County Clerk • State of a. eA t et ./ ) ss. County of The foregoing instrument was acknowledged before me this 1_9 , / day of l /j _, by Dennis L. Fields as Vice President of L.G. Eyerist, Incorporated• 00,101A AA,V•� • `• ,= i ary Public • `SOTAR • • • My Commission expires: I. 7.t. 67, • ''•. • SIGNATURES MUST BE IN BLUE INK You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a w • ; , . vo. ..----1 '..-- : / 1 ir. M •tri; II RtossARt'Vi } .i• • �� 0.Sc►te 1\i ' m S„ ktrteitsi - i ' - 7 , . .. - • vg_.:_-_ I ,•) Si P 11= I :R c .. ��, F �` �� ° :: �'� • X07' l ` Y/� ' eati0y_c• o�' ltd t�ld'Park' ;1I r..4,........„ �. ,.•�• ., ' iiit � r,• - _ -- 4= -�", Ji-1.4 ii app " �` - - --- W. it I CniXRa�►d:?a�1t?:_ sS L- Crtl Road:24ar2. .834 Ll fi 7- , ' /Co pi j 839 / • ' t - : ' \\ \I ° [ • 1 ?.Jl1�n ;____...L4l I L -�► r • { 1 )„ • * 14 11 _ u• •' _ � �.��. � ; r_ :73a---.-SkHlghway-la 5L.=--=�.tyr5ioad: •t— ty.Raxf.-2a —�a�.T...U • ' [xi -.. c. ., u, ..,_ et) .....--i _ • r •-cnriAvr>nllo _4, 4- In "hi Gets% is Al [ .' 1 I ti. lOttiLA o � � . i .t 2: . �LJ� Y art'+A I � ft I.h Ji N+Aven II ; 4 11 9 i Ayer, I ; • di • C ` el r tify ;inn Valley Entrance 04O° 08' 59.75" N 1046 59' 55.0Or W ' :� l , Sar:d? idge A i --ii ii ICI • kVA - Il.nhor ()real - - l - - - a �� . is rh , 1 • \:&: '' Specialty PI t; rr me , •..a`• ; ., . l ,a • •,. . v } • 16 inn t -. 1 I~. • ' 8-74 l', Gntytoaa�o;! �- 1. 14 ` Declination I • I *• .�, Salarar.Way� rt 1 ' M c.' ' 4:1 -�$ - �� t 1. I _ .• �, 1! :---1_,Ot /t"M • • In t 'I 88? 49?0( P • a MN 8° 45' E l , _ _is \` ./ -. • ,- , l Copyright lea 2008, MyTd4 2006.2013TomTom Name: GOWANDA (CO) MINE LOCATION: PARTS OF THE L. G. Everist Inc. Date: 10/09/13 SW/4SE/4, NW/4SE/4 AND ALL OF Scale: 1 inch = 2,000 ft. THE SW/4, SECTION 10, T-2-N, Rinn Valley Resource R-68-W, 6TH P.M., WELD COUNTY,COLORADO 2 Map Exhibit B = Vicinity Map Ei,viroi, wcnt , . LARRY E. O'BRIAN 7985 VANCE DRIVE, SUITE 205A FOUNDER ARVADA, COLORADO 80003 STEVAN L. O'BRIAN 303-423-7297 PRESIDENT FAX 303-423-7599 May 15 , 2015 Weld County Clerk to the Board Board of County Commissioners Office 1150 "O" Street Greeley, Colorado 80631 Re: Amendment of a Mined Land Reclamation Permit Dear Sir/Madam: We are delivering to you herewith, an amendment to our approved permit application for the Rinn Valley Resource (permit # M-1997-093 ) operated by L.G. Everist, Incorporated. Two copies of the amendment application are on file with the Division of Reclamation, Mining & Safety. This copy of the amendment application is delivered to you pursuant to 34-32.5-112(9)(a), Colorado Revised Statutes 1995, as amended, which states in part: .... the applicant shall place a copy of'such application for public inspection at the office of the Board and Office of the County Clerk and Recorder of the county in which the affected land is located. This book must be kept for public review until the amendment has been approved by the Division. We will contact you once it is and make arrangements to pickup this copy. Please acknowledge receipt of the copy of the permit amendment by signing in the appropri- ate space provided below and returning one copy of this letter to the person delivering the book. This will be submitted to the Division of Reclamation, Mining & Safety to prove the amendment book was delivered to your office. Yours truly, RECEIVED ENVIRONMENT, INC. MAY 152015 Stevan L. O ' Brian WELD COUNTY COMMISSIONERS enclosure RECEIVED THIS DAY OF , 2015 , one copy of an application amendment packet for above referenced mine. Weld County Clerk to the Board r—PuttAt ?e-ut.ea,k) By al-PLarhO ghS 5-020 - 15 L. G. EVERIST, INC . SAND ROCK Rinn Valley - M -1997 -093 WELD COUNTY, COLORADO Regular 112 permit - Amendment May 2015 Amendment to an Application for a Mined Land Reclamation Board Construction Materials Permit PREPARED BY ENVIRONMENT, INC. 7985 VANCE DR., SUITE 205A ARVADA, CO 80003 (303) 423-7297 STATE OF COLOPADO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman St., Room 215 Denver, Colorado 80203 COLORADO Phone: (303) 866-3567 CONSTRUCTION MATERIALS DIVISION RECLAMATION FAX: (303) 832-8106 REGULAR (112) OPERATION MINING RECLAMATION PERMIT APPLICATION FORM SAFETY Bill Ritter, Jr. CHECK ONE: There is a File Number Already Assigned to this Operation Governor Harris D. Sherman Permit # M - - - (Please reference the file number currently assigned to this operation ecutive Director New Application (Rule 1 .4.5) ry _ Amendment Application (Rule 1 . 10) Ronald W. Cattany Division Director I___ Conversion Application (Rule 1 . 11) Natural Resource Trustee Permit # M -1997 -093 - (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1) the application form; (2) Exhibits A-S, Addendum 1, any sections of Exhibit 6.5 (Geotechnical Stability Exhibit; and (3) the application fee. When you submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form, two (2) copies of Exhibits A-S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, and a check for the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3-ring binder; maps should be folded to 8 1/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. 1 . Applicant/operator or company name (name to be used on permit): LG. Everist . Incorporated 1 . 1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (pit, mine or site name): Rinn Va ey Resource 3. Permitted acreage (new or existing site): 240.0 permitted acres 3. 1 Change in acreage (+) 2.87 acres 3.2 Total acreage in Permit area 242.87 acres 4. Fees: 4. 1 New Application $04taig application fee 4.2 New Quarry Application' quarry application 4.4 Amendment Fee $2,229.00 amendment fee 4.5 Conversion to 112 operation (set by statute) Mona conversion fee 5. Primary commoditie(s) to be mined: Gravel Sand Borrow 5. 1 Incidental commoditie(s) to be mined: 1 . - lbs/Tons/vr 2. / lbs/Tons/vr 3. / lbs/Tons/vr 4. / lbs/Tons/yr 5. / lbs/Tons/vr 5.2 Anticipated end use of primary commoditie(s) to be mined: Specification aggregates 5.3 Anticipated end use of incidental commoditie(s) to be mined: Office of Office of D n1:n.. 1"1.......`r - �-n...� 1.....-�2.... - rl..-w • _ _ _ J •_ _ _.. _ . •• _ . 6 Name of owner of subsurface rights of affected land: L.G.Everist Incorporated If 2 or more owners,"refer to Exhibit O". 7. Name of owner of surface of affected land: L.G.Everist Incorporated 8. Type of mining operation: V Surface Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: weld PRINCIPAL MERIDIAN(check one): V_6th(Colorado) 10th(New Mexico) Ute SECTION(write number): S—1f1 TOWNSHIP(write number and cheek direction): T 2_ IX] North South RANGE(write number and check direction): R fD e East V West QUARTER SECTION(check one): NI''• NW SE ✓`_SW QUAR'1 EWQI;ARTER SECTION(check one) NE 1 V NW _ SE � SW GI;NI hAL DESCRIPTION:(the number of miles and direction from the nearest town and the approximate elevation): _ Approximately 4.b_milesnorthw.est.ohs_Town_sf Eradrick.__Elpprox__Eleyntion 48501msl 10. Primary Mine Entrance Location(report m either Latitude/Longitude OR UTM): l,iniLode/Longitude: Example: (N) 39' 44' 12.98" (WI 104° 59' 3.87" Latitude(N): deg 40 min 08 sec_59_-. 75 (2 decimal places) Longitude(W): deg 104 ruin 59 sac 55 . 00 (2 decimal places) OR Example: (N) 39.736910 IW) -104.98449° Latitude(N) (5 decimal places) Longitude(W) (5 decimal places) OR Universal Tranverse Mercator(UTM) Example: 201336.3 E NAD27 Zone 13 4398351.2 N UTM Datum(specify NAD27,NAD83 or WGS 84) WGS 84 Zone 13 Fasting Northing - 3 - 1 1 . Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Dennis L. Fields Title: Vice President Company Name: L.G. Everist, Inc. Street/P.O. Box: 7321 E 88th Ave., Suite 200 P.O. Box: City: Henderson State: CO Zip Code: 80640 Telephone Number: ( 303 ) _ 287-4656 Fax Number: ( 303 ) _ 289-1348 PERMITTING CONTACT (if different from applicant/operator above) Contact's Name: Steve O ' Brian Title: President Company Name: Environment, Inc Street/P.(). Box: 7985 Vance Dr. #205A P.O. Box: City: Arvada State: CO Zip Code: 80003 Telephone Number: ( 303 ) - 423-7297 Fax Number: ( 303 ) - 423-7599 INSPECTION CONTACT Contact's Name: Lynn M. Shults Title: Regulatory Manager Company Name: L.G. Everist, Inc. Street/P.O. Box: 7321 E 88th Ave., Suite 200 P.O. Box: City: Henderson State: CO Zip Code: 80640 Telephone Number: ( 303 ) - 286-2247 Fax Number: ( 303 ) _ 289-1348 CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: ( ) - CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Zip Code: Telephone Number: ( ) - - 4 - 12. Primary future (Post-mining) land use (check one): Cropland(CR) D Pastureland(PL) D General Agriculture(GA) _Ll Rangeland(RL) D Forestry(FR) Wildlife Habitat(WL) _� I Residential(RS) D Recreation(RC) Industrial/Commercial(IC) 12 Developed Water Resources(WR) D Solid Waste Disposal(WD) 13. Primary present land use (check one): DCropland(CR) Pastureland(PL) General Agriculture(GA) 1 B Rangeland(RL) D Forestry(FR) Wildlife Habitat(WL) Residential(RS) I I Recreation(RC) El Industrial/Commercial(IC) Developed Water Resources(WR) 14. Method of Mining: Briefly explain mining method (e.g. truck/shovel): Trackhoe and front end loaders remove material for delivery to the processing plant. 15. On Site Processing: j1.. Crushing/Screening 13. 1 Briefly explain mining method (e.g. truck/shovel): Material is processed into specification aggregates using crushers, and screen p ants List any designated chemicals or acid-producing materials to be used or stored within permit area: None 16. Description of Amendment or Conversion: If you are amending or converting an existing operation, provide a brief narrative describing the proposed change(s). This amendment corrects the mine size and changes the final use from Pastureland with ground water lakes to developed water storage with revegetated areas. - 5 - Maps and Exhibits: Two (2) complete, unbound application packages must be submitted. One complete application package consists of a signed application form and the set of maps and exhibits referenced below as Exhibits A-S, Addendum 1 , and the Geotechnical Stability Exhibit. Each exhibit within the application must be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered consecutively for ease of reference. If separate documents are used as appendices, please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6.4, 6.5, and 1 .6.2( 1 )(b): EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Pre-Mining and Mining Plan Map(s) of Affected Lands EXHIBIT D Mining Plan EXHIBIT E Reclamation Plan EXHIBIT F Reclamation Plan Map EXHIBIT G Water Information EXHIBIT H Wildlife Information EXHIBIT I Soils Information EXHIBIT J Vegetation Information EXl IIBIT K Climate Information EXHIBIT L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBIT N Source of Legal Right-To-Enter EXHIBIT O Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined EXHIBIT P Municipalities Within Two Miles EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Conservation District EXHIBIT R Proof of Filing with County Clerk or Recorder EXHIBIT S Permanent Man-Made Structures Rule 1 .6.2( l )(b) ADDENDUM I - Notice Requirements (sample enclosed) Rule 6.5 Geotechnical Stability Exhibit (any required sections) The instructions for preparing Exhibits A-S, Addendum I , and Geotechnical Stability Exhibit are specified under Rule 6.4 and 6.5 and Rule 1 .6.2( 1 )(b) of the Rules and Regulations. If you have any questions on preparing the Exhibits or content of the information required, or would like to schedule a pre-application meeting you may contact the Office at 303-866-3567. Responsibilities as a Permittee: Upon application approval and permit issuance, this application becomes a legally binding document. Therefore, there are a number of important requirements which you, as a permittee, should fully understand . These requirements are listed below. Please read and initial each requirement, in the space provided, to acknowledge that you understand your obligations. If you do not understand these obligations then please contact this Office for a full explanation. 1 . Your obligation to reclaim the site is not limited to the amount of the financial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; - 6 -r-P--/ 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or your permit misrepresent important material facts; 9 1 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result; (-D__ a 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office; Pep 5 . it is your responsibility to notify the Office of any changes in your address or phone number; leD 6. Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the entrance of P the mine site, which shall be clearly visible from the access road, with the following information (Rule 3. 1 . 12): a. the name of the operator; b, a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, c, the permit number. --PS° 7. The boundaries of the permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. 8. It is a provision of this permit that the operations will be conducted in accordance with the terms and conditions listed in your application, as well as with the provisions of the Act and the Construction Material Rules and Regulations in effect at the time the permit is issued. 7" 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the previous year a permit is held. For example, a permit with the anniversary date of July 1 , 1995, the annual fee is for the period of July 1 , 1994 through June 30, 1995. Failure to submit your annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the permittee, to continue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. NA 10. For joint venture/partnership operators: the signing representative is authorized to sign this document and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application. - 7 - I NOTE TO COMMENTORS/OBJECTORS: It is likely there will be additions, changes, and deletions to this document prior to final decision by the Office. Therefore, if you have any comments or concerns you must contact the applicant or the Office prior to the decision date so that you will know what changes may have been made to the application document. The Office is not allowed to consider comments, unless they are written, and received prior to the end of the public comment period. You should contact the applicant for the final date of the public comment period. If you have questions about the Mined Land Reclamation Board and Office's review and decision or appeals process, you may contact the Office at (303) 866-3567. - 8 - Certification: As an authorized representative of the applicant, 1 hereby certify that the operation described has met the minimum requirements of the following terms and conditions: 1 . To the best of my knowledge, all significant, valuable and permanent man-made structure(s) in existence at the time this application is filed, and located within 200 feet of the proposed affected area have been identified in this application (Section 34-32.5- 115(4)(e), C.R.S.). 2. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5- 115(4)(f), C. R.S. ; 3 . As the applicant/operator, l do not have any extraction/exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5- 120, C.R.S.) as determined through a Board finding. 4. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, C.R.S. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-112,C.R.S., of the Colorado Land Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section- 34-32.5-123, C.R.S. • `� day of0 /.S . Signed and dated this � 9 /fr.' L.G. Everist, Incorporated If Corporation Attest (Seal) Applicant/Operator or Company Name . 4 Signed: - Signed. G •ruaI, • C.--� -- Corporate Secretary or Equivalent Title: Vice President - Town/City/County Clerk State of (est it- i- " , . ss. County of ' �1- I // The foregoing instrument was acknowledged before me this afly- day of � 1- ( 21 /, by Dennis L. Fields as Vice President of L.G. Everist, Incorporated to ,siv0A .44,;% efliediz -I_ i to,-7. ary Public NOTAR My Commission expires: n �/ 9 ? end PUeLbe '••. ,.•'• SIGNATURES MUST BE IN BLUE INK COL You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a TABLE OF CONTENTS Exhibit A - LEGAL DESCRIPTION ( no change - correction ) . . . . 1 Exhibit B - VICINITY MAP ( updated ) . . . . . . . . . . . . . . 2 Exhibit C - PRE MINING MAP ( no change ) Exhibit C - 1 - MINING PLAN MAP . . . . . . . . . . . . . . . 84 Exhibit D - MINING PLAN AND TIMETABLE . . . . . . . . . . . . . 3 Exhibit E - RECLAMATION PLAN AND TIMETABLE . . . . . . . . . . 6 Figure E - 1 - COLOR RECLAMATION MAP . . . . . . . . . . . . . 10 Exhibit F - RECLAMATION PLAN MAP ( SEE MAP POCKET ) . . . . . 85 Exhibit G - WATER INFORMATION . . . . . . . . . . . . . . . 11 Table G - 1 - Monitoring wells Data . . . . . . . . . . . . . 14 Map G - 1 - MONITORING WELL LOCATIONS MAP . . . . . . . . . . 19 Table G - 2 - WATER WELLS WITHIN 600 FEET . . . . . . . . . . 23 Map G- 2 - WATER WELL LOCATIONS MAP . . . . . . . . . . . . . 24 Deere & Ault Liner design report . . . . . . . . . . . . . . 25 Office of the State Engineer Phase 3 liner certification . . 32 US Army Corp of Engineers Wetland Letter . . . . . . . . . . 33 Substitute Water Supply Plan . . . . . . . . . . . . . . . . 34 Exhibit H - WILDLIFE INFORMATION ( no change ) . . . . . . . . 61 Exhibit I - SOILS ( no change ) . . . . . . . . . . . . . . . 61 Exhibit J - VEGETATION ( no change ) . . . . . . . . . . . . . 61 Exhibit K - CLIMATE ( no change ) . . . . . . . . . . . . . . . 61 Exhibit L - RECLAMATION COSTS . . . . . . . . . . . . . . . 62 Exhibit M - OTHER PERMIT AND LICENSES . . . . . . . . . . . . 65 Exhibit N - SOURCE OF LEGAL RIGHT TO ENTER . . . . . . . . . 66 Exhibit O - OWNERS OF RECORD . . . . . . . . . . . . . . . . 69 Exhibit P - MUNICIPALITIES WITHIN TWO MILES . . . . . . . . . 72 Exhibit Q - NOTICES AND PROOF OF MAILING BOARD OF COUNTY AND LOCAL SOIL CONSERVATION BOARD . . . . . . . . . . 73 Exhibit R - CLERK AND RECORDERS NOTICE AND PROOF OF MAILING . 75 Exhibit S - PERMANENT MAN - MADE STRUCTURES . . . . . . . . . . 76 PUBLIC NOTICE . . . . . . . . . . . . . . . . . . . . . . . 78 POSTED NOTICE CERTIFICATION . . . . . . . . . . . . . . . . . 79 INERT FILL NOTICE & AFFIDAVIT ( Rule 3 . 1 . 5 ( 9 ) ) . . . . . . . . 80 WEED CONTROL PLAN . . . . . . . . . . . . . . . . . . . . . . 82 PROOF OF DELIVERIES . . . . . . . . . . . . . . . . . . . . . 83 Exhibit A LEGAL DESCRIPTION No change - Total acreage is corrected from 240 to match the property survey number of 242 . 87 acres . This outline has not changed from what was permitted in 1997 . Part of the SW1ASE1/ and NW1/SE1/ and all of the SW% Section 10 , Township 2 North , Range 68 West , 6th Prime Meridian , Weld County , Colorado . Containing 242 . 87 acres more or less . 1 �q -3�----,—- Cnry Road 2b_is� ` �.1 I ` 7.... t31 View RRid / ' ,��`_, i — . ponds gu'‘c pa i mQJ� - roo�r _ t ifil 1 .... , i ,L.,„e .7L'4‘.),Nt_ ' I - ti er 'lyk' r • .acv, �.# ,. �t1 . ,, �i •j W� one s ; AE.J,i I l�J� (1 , . , , . . 1 . 4 .. a ) t'-^::- t a; _ � , -ter`• (-SLID.-- . . 4' 'es ,44 '�jjr:J�ojd.?4a�'? .SGiia 539 t: : Road:24;1Q .n4 . . , --16. ) i , --=--, I • r 7 i .,7".eas gas __..) <tit' - c ei• .— cal \..\\/ Q1 „ti. aVe 1, c Rad471 \\ . I ') �. • I its ''t • Y v — .. d24=Cnty.�tpa .'24 •Q1J_ : -77. 7-1--in c1C iv_ 4 fr".1 • J 1_14i— �-� � I .......�� Q a. rp,q ' �S 1 , . . .. . , itctitrtavon&; ),! 7 \I e - ii N Avenue �j 1 r ...tai . . VC' ' J .1 v, ,we Tilbtl f aY J ! 0 �Jf i l `t 1►- lI I' t: Silt' L-r{f ti c, Rinn Volley Entrance 040° 08' 59.75" N 104° 59' 55.00" W 1 8-'� % I , Sanityy Rr A I Y j , tom �,Yp rI • ir tlasbot-Onv 1 r-- s.d 'e• Ava•rwe-�- t. !b • . `fie ^ $peaa P• $ rrtm.. �" t• • ..S c- 1 1 .. • 1 * 4 .v '.l jk p •inn lE j•�' , _ --� -, C- 20.4 Road�24�t ' i ff ( • • • 874 1' , I I 1 Declination ;: rr--1 ( I, i Salazar Way N M H i t S °--z- 23 -I ' 4 * i fi. ‘ ) ' - j ._, ci B MI te 1 \c-4 : SF . . . .. ,ii .. ;Km . :II ) . . -sez 1 - - --- 882 I02 Cnty.Road 20� o • •. i. n i:. Ili if) I,• rti , - MN8° 45' E 1 \ • . -, , Copyright ;C) 2008, MyTOd• 2006-20131oniTom Name: GOWANDA (CO) MINE LOCATION: PARTS OF THE L.G. Everist, Inc. Date: 10/09/13 SW/4SE/4, NW/4SE/4 AND ALL OF Scale: 1 inch = 2,000 ft. THE SW/4, SECTION 10, T-2-N, Rinn Valley Resource R-68-W, 6TH P. M., WELD COUNTY Map Exhibit B - Vicinity Map COLORADO 2 Exhibit C - PRE MINING MAP No change . Exhibit C -1 - MINING PLAN MAP Revised map included . See Map Pocket . Exhibit D MINING PLAN Unless specifically discussed below , the methods described and approved in the original 1997 permit application , including the parts of the mining and reclamation plans will remain un - changed . The current bond is $ 114 , 700 . Mining will continue to be done using a dry mining technique , by pumping out groundwater ( after the fines have been settled out ) in order to mine the sand and gravel reserves with front - end loaders and excavators . No blasting will take place at this mine . We have attached a revised Map Exhibit C - 1 - Mine Plan Map with updated title blocks , a note regarding the wetlands area change as discussed in the following text and updated the current conditions at the mine . L . G . Everist , Inc . bought the property from the former landowner , Phillip Camenisch , in 2004 , and then changed the site name ( from Camenisch Resource to Rinn Valley Resource ) and the operator ( from Andesite Rock Company to L . G . Everist , Incorporated ) through a Succession of Operator , which was approved in April 2005 . PHASE NAME CHANGES The first revision to the Mining Plan is to revise the numbering of the mining Phases so they correspond more with how the mine is operated . We are renaming Phase lA & 1B to Phase 1 and Phase 1C to Phase 4 and leaving Phases 2 and 3 as they are currently . Please refer to the Mining Timetable following this text , for the areas in each stage and the revision to the life of the mine estimate . MINOR UPDATES AND HISTORICAL INFORMATION The operator started by mining Phase 1 ( formerly lA & 1B ) , and placing the processing plants , stockpiles , and concrete batch plant down at the bottom as a noise and visual buffer for sur - rounding landowners . The operator has also mined and partially reclaimed the southern half of Phase 2 , and mined and reclaimed all of Phase 3 . At this time , the remaining northern areas of Phase 2 are next in the mining order to be completed , with Phase 4 being the final area to be mined . It is estimated there is enough gravel to continue mining for another 2 to 5 years . 3 MINING PLAN EXHIBIT D (cow) The location of the processing plants , office , and scale will not change by this Amendment . The location of the process - ing plants , office and scale were updated with TR- 1 in Sept 1999 to be in the areas they are now located , Phase 1 . The other change approved in TR - 1 was to NOT mine through and relocate Idaho Creek . The current setback for mining from Idaho Creek is 75 feet , for the Rural Ditch it is 100 feet from center line and along the affected lands /permit area setback is 25 feet . The setbacks along Idaho Creek have been revised to 50 feet since the 404 permit was canceled in 2000 when it was determined by the Corps of Engineers that there were no jurisdic - tional wetlands along the creek . The remaining setbacks will remain unchanged . HISTORICAL PERMIT INFORMATION When L . G . Everist , Inc . /Andesite obtained the original mine permit , they requested a 404 permit from the U . S . Army Corps of Engineers ( Corps ) to mine through and relocate Idaho Creek within the permitted area , and also to remove the wetlands adjacent to the creek and then mitigate for their removal . Ultimately , the Corps did issue a 404 permit to allow mining through the wetlands located near the creek , but did not allow for relocation of Idaho Creek itself . Therefore , L . G . Everist , Inc . submitted a TR - 1 to the Division to remove the Idaho Creek relocation plan . Then , in June 2000 , the 404 permit was closed by the Corps , because a field inspection showed that the " wetlands to be mitigated have dried up since the dairy farm operations at this location had stopped . " So , any areas near Idaho Creek that the Corps had previously noted as being wetlands were deemed non - jurisdictional and could be mined through without mitigation . A copy of the Corps letter closing the 404 permit is located in Exhibit G on page 11 . END USE CHANGES There are no changes to the mining method as approved in the current plan . The primary reason for this Amendment is to change the final reclamation plan on the mine from pastureland with ground water lakes to Developed Water Storage surrounded by revegetated areas . Instead of 2 lakes we plan to develop the site with up to 4 lakes , remove the planned tree plantings , and revise the end uses on the vegetated areas . 4 MINING PLAN EXHIBIT D (coNT) The mining setbacks will vary from 25 to 100 feet from the permit boundaries and structures as discussed above or by each use agreement for said structures . For example , around oil /gas wells we will maintain an eighty ( 80 ) foot radius around each well head when mining , but leave a 150 foot radius when reclama - tion is complete . The MINING PLAN MAP shows how this will look . The mining setbacks will be used as a place for topsoil piles , sloping material storage , roads to access the mine exterior during slope construction , ditches and for the oil and gas facilities . The setback areas will be reclaimed if disturbed . At this time , a determination is being made as to the feasibility to build a causeway between Phases 1 and 2 . This would create 2 lakes instead of one on this area . If it is determined to be cost effective , a compacted fill causeway would be built as shown on the Option 2 inset on the Reclamation Plan Map . The material placement will be done as outlined in the Deere & Ault design report found in Exhibit G Water . The map is drawn showing Option 1 with no causeway in place . If Option 2 is chosen then the Division will be notified prior to commencement of construction . MINING TIMETABLE The continuing uncertainty of economic conditions in the construction materials industry precludes an accurate forecast of demand for materials during the life of the mine . We therefore , can only estimate the mining timetable based on an average year and may expect a specific year to vary widely from the average . Table D- 1 MINING TIMETABLE Acres ± Years Total Are-a-1 Mined Area r-- Setbacks Phase 1 1 - 2 52 . 82 26 . 38 26 . 44 Phase 2 1 - 2 106 . 30 93 . 40 12 . 90 Phase 3 complete 49 . 90 25 . 35 24 . 55 Phase 4 1 - 3 33 . 85 26 . 15 7 . 70 Totals 2 - 5 242 . 87 171 . 28 71 . 59 5 Exhibit E RECLAMATION PLAN Unless specifically discussed below , the reclamation methods described and approved in the original 1997 permit and any Technical Revisions approved , will remain unchanged . The follow - ing text explains the changes to the Reclamation Plan as proposed in this Amendment . CHANGE IN FINAL END USE The currently approved reclamation plan is to leave the area as pastureland with unlined groundwater lakes . L . G . Everist , Inc . is changing the Reclamation Plan to be Developed Water Storage with four ( 4 ) clay lined reservoirs surrounded by access roads and revegetated areas . With the changes in water replace - ment requirements from the Office of the State Engineer ( SEO ) and the Division of Reclamation , Mining and Safety ( DRMS or Division ) over the last few years , unlined lakes are really no longer an economically feasible option . This change in end use will involve creating up to 4 reser - voirs covering 148 . 71 acres ± . The liner is installed as mining progresses thru a Phase and Map Exhibit C - 1 Mining Plan map shows the current status of the slopes around the mine . In Phases 1 and 2 the liner is partially completed except along the working face in the northwest part of the Phase 2 . The slopes that will separate the Phase 1 lake and the Phase 2 lake have not been installed on this map , this will be done when the final push to complete sloping occurs on these two Phases . The Phase 3 liner was certified by the Office of the State Engineer on December 20 , 2010 . A copy of the certification approval letter is provided on page 32 , in Exhibit G - Water . Additional minor changes to the final reclamation plan are discussed below : Depending on the amount of material available , the lined reservoirs may or may not have additional backfilling installed along their perimeters . As noted in the Mining Plan we may also build a causeway between Phase 2 and 3 as shown in the Option 2 Inset on the Reclamation Plan Map . If this becomes a reality , the additional backfilling and sloping will be engineered and designed to meet the standards required set out in the Deere & Ault design report . 6 RECLAMATION PLAN EXHIBIT E (cont) The sloping and liner design was engineered by Deere & Ault Consultants , Inc . A copy of their July 2007 design report is provided in Exhibit G - Water starting on page 11 . They designed the liner to meet or exceed the minimum standards set by the DRMS for reclaimed gravel pits , which is 3 horizontal to 1 vertical ( 3h : 1v ) slopes above the water table , 2h : lv below the water table . As part of the design , Deere & Ault also prepared a slope stability analysis to confirm that the slope configuration and materials used for sloping would meet or exceed both the DRMS requirements and the minimum leakage design standards set forth in the Colorado State Engineer Guidelines for Lining Criteria for Gravel Pits , August 1999 . Deere & Ault also did the quality analysis and control during the liner construction in Phase 3 and will continue doing quality analysis and control for L . G . Everis - t , Inc . during future liner construction and reclamation work . At this time mining is complete in Phase 1 and the liner has been partially installed on the west and south sides and along a portion of the eastern and northern sides of Phase 2 . These areas are shown on the Map Exhibit C - 1 Mining Plan Map . CHANGES TO REVEGETATION PLAN One more minor change to the reclamation plan is the use of t rees in the final vegetation plan . The original plan included t rees and shrubs in clusters around the site . With the change from unlined lakes to lined reservoirs , L . G . Everist , Inc . must delete the trees and shrubs noted in the original plan in order to ensure the continued quality of the clay lined reservoirs . Over time , tree and shrub roots can cause damage to the clay liners and could affect the seal we are trying to accomplish and jeopardize the integrity of the reservoirs . The reclamation topsoiling plan and grasses seed mix ap - proved in the original plan will remain the same . The seed mix contains a good variety of grasses that will result in sustain - able vegetation in the areas around the reservoirs . The original plan noted that the revegetation was for pasture grasses for cattle and horses . There will not be grazing of cattle and horses around the lined reservoirs . RETAINING ACCESS ROADS In the original Reclamation Plan the only roads to be left were access roads along the Rural Ditch and those leading to oil and gas facilities . This Amendment provides for leaving an 7 RECLAMATION PLAN EXHIBIT E (cont) access road and the well access road on the mine as shown on the revised Reclamation Plan Map . Graveled maintenance roads will be built around each reservoir and left around each gas / oil well where no seeding or resoiling will take place . This will provide room around each well or reservoir to service it as needed by the well or reservoir owners . The roads along the south and east sides that leave the permit area were created by the oil and gas companies to access their facilities and have to remain when reclamation is complete . MINOR UPDATES AND UPDATED RECLAMATION PLAN MAP The slopes on Phase 3 have been backfilled , sloped at 3 : 1 , and lined ; and the liner has been approved and certified by the Office of the State Engineer . The approval letter and a Phase 3 site map is attached for reference . Upon approval of this Amendment , L . G . Everist , Inc . will request release of the slop - ing/ lining reclamation requirements for this Phase , since they have already been completed . L . G . Everist , Inc . is aware that the final vegetation in this section will need more time to attain a sustainable state prior to final reclamation and re - lease . L . G . Everist , Inc . has worked with the oil and gas company Anadarko / Kerr - McGee to consolidate their oil and gas operations areas ( 000 ) . They have installed new oil and gas wells , pipe - lines , and tank batteries throughout the Rinn Valley site in Operations Areas agreed upon by both parties . The Operations Areas are generally located in four places : the southeast section of Phase 1 ( OGO A) , and along the east side in 3 loca - tions on the perimeter of Phase 3 , northeast ( OGO B ) middle ( OGO C ) and the southeast corner ( OGO D ) . An updated Map Exhibit F - Reclamation Plan Map is attached , showing the updated reservoir outlines , the renumbered Phases , and the oil and gas operation areas to ac commodate oil and gas development . Some inert fill ( as defined in Colorado Department Public Health and Environment regulations ) may be imported for recycling and resale or in rare cases for reclamation purposes . On - site generated inert material will be used for bank sloping & armor - ing , buried in bank areas around the lakes or will be recy - cled/ sold . RECLAMATION PLAN EXHIBIT E (cont) RECLAMATION TIMETABLE The numbers presented below represent our estimate of the various area of disturbance in the mine area . They may change as the actual mining progresses through the site . Table E- 1 : Reclamation Phases ACRES ± Area Years TOTAL LAKE j REVEGE - ROAD AREA TAT ION , Phase 1 3 - 5 52 . 82 23 . 70 21 . 64 5 . 12 Phase 2 3 - 5 106 . 30 76 . 05 26 . 14 1 . 95 Phase 3 Complete 49 . 90 23 . 81 17 . 31 6 . 44 Phase 4 3 - 5 33 . 85 25 . 15 7 . 11 1 . 59 Totals 242 . 87 148 . 71 72 . 20 15 . 10 9 LEGEND SIM PERMIT BOUNDARY/ AFFECTED LANDS 200 FOOT LIMIT TT COMMUNICATION LINES ❑HE OVERHEAD ELECTRIC LINES /Ji� NC-- GASLINE POND 1 ��V r ' Ill $�- SEWER LINE1.. L W WATER LINE �� , x - FENCE TI�3,�_ \ NI7 x 'r - ROADS <EXISTING) .u, ; I • r _ ` ` r �• �. ROADS (HAUL, ACCESS) <7YP,) if ' ��- _`- �� -sue==� *-11 N _•' - �t '" '� � 'in -c'�1--=1 - 't- - �1�\ _..�\ r�� /- I TOPO CONTOUR y . l � ! � . ..fa.:-a. ` ', � '. tik3c': . -� / � .� = —� `\� % S , -- 485E r J tk i1 1 STREAM II ! / O i�' / �I1 11 �, y _ -+ — I eS \ DITCH (.0 I 1 // fib 11 Y ._- - '- d\ Ilei ( / .' ,•' i ' 1I Kfrr-Mersa OR Wells ■ �. I / — . —4832 — — — — / 0 verlst 24•l0 BUILDINGS / i !� i. !� 11 /1 varlet 9.10 ( . f i � i� . / j/ - N // f ter• verlst 101,10 i• - ri , i / / / \ "Ai • •eta■ AP' , ® OIL/GAS WELL • :wor ,i/ - - - \ / P' I _ `vrlst X25.10 - --_ I ` ' I ! i // i _ _ _ - - ii pip �I 4 `.. f ', - WATER STORAGE RESERVOIR 1 t — 4834 I. f It I 1 I1 a�S / 6-4-$.-.:t i _ 9 /j,r/ /�/ ( J/ S• \a1 iimv111 i // /:'ti �; `4836 - III '\ 331 .85 Acres a - / 7' . ,• = \ .��,. ��--� _ 1, i oh , .„,, ! iv!, ... . iv, � 1 I } I • rf! , / \ //41 1 / I I Il 11. � J i� ge) tvi�g6 .- III . i. \ti /lI !/ I I' tII,1 .I ' :if/ f ��"'`° �,�'` �! ,, � �� /. • i /;/ �/ A ,,(fri://*//4911:::: !/��; I III �r _(-4.;_,Civ-.4?„ ,,,-- ,!)..,r i- "i, / al 14` • ,t rr ..-.• .- / \ ile, �/ f, 1 .\ / iv/MA %�f/ /l/ /� �I /i //!� y f�. `� ` f, cv)I PHASE 2 �/ rt "it. // i ,1� , / �., _ , f _. -��\ )11 JN� st' � 106.27 Acres fy I/O / / •r4• fir /7 _ /r I 1 •• i � � '' ...\ ' '• l / /// / a i/// ! }r II L C ��\\ \\ I8g0 An / / p I /0;i !!// / II I\ a`'t� •. ` • "' • PTIOI\I�2 AREA /' a'. / /` /-.\ I 1 -1 / / I 3 �`e f:/ / } // / I I I - Ker•r-McGee OK Veils �y�,i 4840 /j. / (� +I I I Carelnsh 3 10 \\� �\ ,// ) , , � / I 1 Everest 23 10 \ \Nr� -fr -.yN. A/ !// } I _ - Ever•Ist 3910 ! / i ,� `r••ipp. �` /! ///43 f I I r\ kvrrNcGoo D3 v¢Os C� 1 1 Everlst 15 10 %N) il I ' ' / Jr ,in' r ' Kerr-McGee Oil 1,1? '// / // } \ 1 I 111t 1142 - - \ / / 1/ // } _ _ \ 1"r Canlnesh 1 —et, 111 /!/ r /// 1 - } : 1t; 1 k�`: . _ } !,, ! , /�/ PHASE 3 �� . 1 - '• ,��r <'� \ - - - - - - 4s4a— - - \ I �;' `'if( - / ; /„�/ / (COMPLETED) _ i ,; ' OPTION 2 AREA Ewrlst 11-10 ' *\ 1 '' / / %/— ) / ` / •' 1tl (wrist 14-10' ,'j<� ': �' _ } —/f. / / .r/�j// I !' 49.90 Acres f `` ,'� 4fSA Everlst 12-10 •IX \ \ i.4:::s.,... ,: —4846_, 1 ri !• ,i !/ / �? 1: r•A �7s / f // t / A I �I' id.?p, J � �� Everlst 33-10 , 'N' \� ti*:-‘3-.\::--C ., \``\ / — —~} 1 ( /I , / C I1 ! // \� I'Y I Everlst 13-10 /y � / ,14/ r / f / /• 'Q7 { -o ',r /,r4; f�011 /\ :.\ i ~ I I ! / // r / , / � � J II III n• •� i �' PHASE 1 �f, r f t \�. r ' l '�! r / • / /� // I v Ii/71 k ' ' ;4. r .i N /4 4 ! ' 4-k `` Oil ti 52.83 Acres f ii Y / _‘,. lal il 111 h ig I I - �/ / I •ir.... ��`,:, -4844- _ r--i'� / 0 ///��///j i' Q� \ 111 4 ,: ' L 1 1 , 111 I' ` / r/ Al `� �\O.: _ �f ' — ' / ///�,•' viii iL (•1. —are --... le l' LN I ( j1 \1 `Y� r•r• �} i/Ir } t' Ci:' Ii14 / C. —1` f! \\t'\\\ Jj�ff r/ I N. . t� _ 1 \ f /avaks \`; / " J ~ Kfrr-NcGe Oil Wells 1 • - J EVfilft a -10 0 100 200 400 �' ttA r Everlst 1 10 I Ewrlst -10 \ ''— o: \:1 ;�, . —.MN * ;. \ .mss MI /:p SEPARATdI SCALE 1 "=200' PAP STATION \If i.... H.„. Map Exhibit E-1 Reclamation Plan Mai 1 l l REVISIONS: DATE. :'>a verlst F 0 are Parts of the SW45E4 and NW45E4 and all of the AMENDMENT REVISIONS: PERMIT 9/1999 L . G .• • Inc .• 8 m F0RIA � � PREDARED BY' ENVIRONMENT, INC. AMENDMENT RECLAMATION CHANGES 5/2015 r — m ,- 1 7985 VANCE DR., N 205A SW4, Section 10, T-2-N, R-68-W of the 6th P.M., 7321 East 88th Avenue I Henderson, Colorado 80640 w K 0 -- o 0 [Ti` o ARVADA, CO 80003 RINN VALLEY RESOURCE O 0 <303) 423-7297 phone: (303) 287-4656 fax: (303) 288-1348 t., Environment-incOot,tdre.net County of Weld, State of Colorado PERMIT # M- 1997-093 Exhibit G WATER INFORMATION Most of this Exhibit is unchanged . Due to the change in the Reclamation Plan we are providing the ground water monitoring data collected since April 2006 for the 6 monitoring wells surrounding the mine . The Groundwater Monitoring Data Analysis below discusses the data collected and proposes mitigation measures if problems occur to the surrounding groundwater table . Table G - 1 shows the monitoring well data collected and Map Exhibit G - 1 shows the location of the monitoring wells . The water well owners list ( Table G- 2 ) for all water wells within 600 feet of the mine and the location map ( Map Exhibit G - 2 ) were also updated . This Exhibit contains the reservoir liner design and a copy of the most recent Substitute Water Supply Plan . Groundwater Monitoring Data Analysis The commonality in each well is , the fairly stable fluctua - tions of water depths measured across the site . Graphs of the data collected since 2006 are provided in this section for use when reviewing the following information . In MW3 and MW6 , the changes are fairly minor from high to low . This is probably due to the fact that the mine is not in close proximity to a large stream and Idaho Creek carries so little water that it has little to no effect on the ground water table . Another possibility is that there is little up gradient flood irrigation taking place in the vicinity of the mine . MW1 has begun to show a decline as mining and dewatering has commenced in Phase 4 . As of December 2014 , there is still 11 . 5 of saturated water zone above the mine floor elevation . We expect this to stabilize in 2015 once liner installation begins on the north side of Phase 4 . In MW2 and MW5 , the monitoring wells that are closest to the mining operations , there is some indication that the mine dewat - ering caused a temporary drop in the water table . MW2 was removed during mining in late 2012 . In MW5 this appears in May 2007 when the water table dropped approximately 4 feet from the normal low . This still left seven feet of saturated zone above bedrock in the area . It remained low until Mid - 2012 when it returned to normal and it now varies along the same levels as before mining . This is likely due to completion of the lining , along the south and east sides of Phase 2 . Monitoring well MW4 has only 2 years of data because it was destroyed in 2008 when the 3 petroleum wells were drilled where it was located . 11 EXHIBIT G WATER (CONT) Baselines and Trigger Points The possibility of adjusting the baseline ranges if needed in the future will be discussed between the Division and the operator at that time . The baseline range changes would be documented with a Technical Revision . The baselines for each well have been determined by taking the high and low groundwater elevations of each well for the first three ( 3 ) years of data collection . The proposed trigger points have been established at elevations that are 2 feet above the highest elevation and 2 feet below the lowest elevation measured Mitigation If the groundwater levels in a monitoring well pass their trigger points for more than 3 months in a row , the operator will inves - tigate to determine causes , and if it is determined that the operator is responsible for the changes , then the operator will do mitigation as necessary . The operator will notify the Divi - sion of the trigger investigations and any subsequent mitigation . A neighbor complaint could also be a " trigger " . Examples of possible issues are : water well levels low , flooding fields , and vegetation suffering . L . G . Everist would investigate to deter - mine causes and mitigate if necessary with the mitigation measures outlined below . Mitigation measures that could be implemented if necessary ( not necessarily in the order listed ) include : • Construction of a pipe / drain to equalize groundwater levels . Preliminary modeling and calculations indicate that it would be possible to construct a gravity drain or pipeline to equalize groundwater levels to mitigate impacts from the proposed expansion . Such a drain or pipe could be constructed along the sides of the mine or between lined cells , where it would convey water from the upgradient side of the operation to the down gradient side . • Release of water in ditches / laterals . Water could be re - leased in ditches / laterals to provide irrigation , increase recharge , and/ or raise groundwater levels . • Well improvements . Affected water wells could be deepened or modified to increase yield . Alternatively , new alluvial wells could be constructed to provide a new water supply . 12 EXHIBIT G WATER (CONT) The exact mitigation measure or combination of measures would be determined based on additional investigations and consultations with the affected party . If it is determined that he operator has caused water issues for surrounding landowners the operator will pay the costs for implementation and mainte - nance of mitigation measures needed from LGE operations will be borne by LGE . Data Collection and Submittal to the Division Monitoring Wells that are around the perimeter of the operation will have data collected on a monthly basis . These external wells will be checked for compliance to stay within baseline ranges , as changes at these wells could affect neigh - bors . In the mine ' s annual report , the operator will give the Division a groundwater monitoring well data summary report that includes groundwater level data , times the trigger points were exceeded , investigations into cause , and any needed mitigation analysis /plans . The operator will also contact the Division with this information when/ if a trigger point is reached and there seems to be a trend . 13 Exhibit G Water Information (cont) 0 0 0 . . 0 0 'ct 1 LC) CO to to o r r d; CO N` d- to d' CO 0 d' N 0 't ti u') CD CO I` Ln ' N LO O) 4- 0) Cr) 0 co co 0 N CO d; M l[) ct) r N N C) CO CO N CO Nom- 0 O) CD 0 CO CG O r 0) 'Ptd: CO M r 00 N ea 00 T- N N r r r r c- r r r r cq r N N r r r O CD ti CO a) (D T- r r r r r r 0 o C)) (D CD d' 0 CO CO CD CO CD Co CC) CD CO CO CO CD CD O CO CD CO O (O CO (D CO CO CO CD CD CO (D co 0) 0 co co 00 c0 I CO CO CO CO CO CO 00 C0 00 CD C0 M 00 CO OD CO CO 00 00 00 M M Co 00 00 00 00 C0 cowdI 4. 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C rNOOOO Ne- d' O ' LfN OOu) MNOCOOd' N` Q) d• Ln O0WMO0d' N"- i` N- O CD N- O) oO r` d' d' N CD 00 O0 r CA h CA U) N 00 O OD d, u7 d' r CO Ln O Ln Nom- N N.- CO r ti E U) N: cD N O CA 00 sod OOO0 M N` ti t`- r` OMOOOO00 CA 00 (xi OOO6OCAOO i t1) 00 CO) CD (0 d' U) Ln Lf) UO u7 Ln Lf) u) LC) U) LO Ln U0 Ln Ln 1n u7 Ln Ln Ln Ln O O CO O 1n CD LO 00 N CO 00 M 00 00 O0 O OO CO O0 M Cb W CO 00 OO M 00 00 00 00 M 00 MOO OO 00 W W CO O0 rsi O cri d' d d d• d• d' t d• d- d' d' d' d- d' d' d' d• d' d' d' d' n d' d' d' d' d' '� `- d 2 0) d- N r - r- co a ' _ F-- v. ot000 ti d:' C() N d' O CD N N Ln Na CO as N N c0 CV 03 CO CO (O f0 N (O co c0 CO (o N CO (O Ca 03 CO CU CO aim (t3 •c d- in CD CD d' 03 0 CO CO CO CO CO CO CO CO Ctf M CO CO CO CO CO CO CO (O CO CO GI CO CO N CO 03 CO CO co N (CS grn ,cr 0o000000000000000000000000000 N r Z C C C C C C C C C C C C C C C C C C C C C C C C C C C C Q _ , N- cr O to LO O V r r N M O N O N` N Ln N Ln O U) u7 O M d' O O 00 O O O Ln N` N r CJ) U) N C O O N u. N O N CD O Ln N o CAM CA O Ne Ln O u) N N— CA O M M M M r N` N r . . . . . . . . . . . cD U) CON r N` 0 o 6 O r O O) CA co M O0 (A O O O O O r O C; CA O r CA CA CA CO CS) O M co CO u) Cfl M Ul U) U) u) u7d• d' d' d' d' d' u) upLnLnLnu) up d- d- d- Lnd d' d' d' -Kr up CD 00 00 00 a CO CO CO CO CO CO CO 00 Co CO Co CO CO 00 CO CO CO CO co 03 CO CO CO CO CO CO CO 00 c354d: d 'I O ' 's" dd' v dd- d- d- - nd• 1- Nrd• d• v tt ycr �r td• d- d• d• d• d• ' -cr I a 0) t N r 2 I r (') O U) C3) 0 0 0 O' V"' d' O M O M W O N M O 00 N. 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O 00 Q tY ,,ate c1- u) Q w — J a ._:_ o F- z LU I �, a � I O ^ � u Z tea_ s o z° J 0 = 00 ≥ 2 Qi � OZC co a_ w 'f0 - wQ L ro 06 CO N t� u' ZwZY — Q N " OM °CNI4- r O_ i ? Q z Q O D cc d , it it it >' C c () r" Z Ce W W Q Q W 0 0 O N O Y a) 0 0 LL } a) D m `o Z < WOW m O 6 '65 17 �e N��t ae•410 p4')�N a CP o a Q�05fr�a Q Goe S,cpC 2006 2007 2008 2009 2010 r 2011 2012 2013 2014 � -4558.00 ( I 4 — - - 1Mna trigger limit - 4857 50 - _ _ 4857.00 c 4856.00 d.855.52 — ' o _ - - - t4855.00 ea TJ 4854.00 13 i 4853.00 4.853 9 a n 4852.00 — — — c i �— Min trigger limit - 48'51 20 0 4851.00 • 4850,00 — — -- ' — a 4 I 4849.00 - - -- - - - I 4848.00 r - - ' - / e / ,gyp 4 4 ,,, / 469 Location: Northwest corner of Phase 4. MW 1 - NW Surface Elevation: 4858.6 Bedrock Elevation: 4839.6 Distance to Idaho Creek 1600' 0O •./ / 2006 2007 2008 2009 2010 $ 2011 2012 �.. -� _ -( I ( 4859.00 — �` "�� r ' I • _ s— I ► 1 $_ , I i I I f I a t $ 4858.00 1 s , I— - 1 4 1 I I I i i I I I 1 I I I 1 I I 4857 00 -. r e T T • __—.1 I 0 1 1 J 1 a ( 1 i 1 I i 1 I 1 1 Z 4856.00 I , I , I 3 1 , I ' ' , • , I I • • I t • 4 $ 24 4855.00 - ' I ' I I d I t I I • ' 4854.00 —: — — t— —t— —t — i -t —1 —T— —c— —t 1— t I I i I I I s l I A I i I I I I ¢ 4853.00 , , •, r i i i t I a 1 I Max trigger limit - 4652.3 d 4852.00 I i ' r I , I I I x 5 485100 4.850.31 • • - S 4850.00 L -- s 4849.00 1/4.-- 4 tD 4848.00 �9 Oe, $ , ' r , Min trigger limit - 484710 4847.00 T i I I I • - ' 4846 00 - • I • . • I O" 4/ 41 ,,�pS) '1a 1}' '1� "► Location: Near center of north line Phase 2. MW 2 - N CENT Surface Elevation: 4859.4 Distance to Idaho Creek - 240' Bedrock Elevation: 4831.4 L . G . EVERIST - RINN VALLEY Well removed by mining in Dec 2012 RESOURCE EXHIBIT G- 3 Aggregate Industries mined and dewatered pit to the north starting in 1990. Unlined lake was full when mining began on Phase 2. 20\3 (2,< o No Q ,, co 2006 2007 2008 2009 2010 i/ 2011 2012 2013 i 2014 4858.00 a ` Ts i i I 1 - _ T J 1 _ MAX TRIGGER 4857.2 4857,00 - - - -- - - t I I I I4856.00 - • I - '�....'� I l •¢ 4$55.00 4,851.19T 4854.00 - , . . 4853,00 t W ? ' • f 4 a I X 4852.00 -s- ► I I a 4851.00 - '" -.N ' . I I hi.4850.00 I p 4849.00 1,850.21 I I . t 1 MAX TRIGGER 4848.2 LI 4846,00 , I t I I t ' I I 4847.00 I a ` I 1 - I t I I 4846.00 / 444" 4/ / 4 , 4 4 MW 3 - NE Location: Northeast corner of Phase 3 Surface Elevation: 4858.2 Rural bitch - 210 ' west Bedrock Elevation: 4837.2 Compacted Liner in vicinity, distance and date of completion: N) Phase 3 - 655' - August 2010 s N0 'r. 0 2006 rI 2007 2008 4862.00 4860.00 —I-- CBI:' E 4858 00 -r : z 4856.00 --r— , 2 I t Surface Elevation: 4862.4 a 4854.00 —4-- j t Bedrock Elevation: 4847,4 IAA 4852,00 s CC I 1 , I 4,85211 ►u'- 4850.00 I t t _ I I - - - Q J I a I I I g 4848.00 I ' I I t I I I Location: Southeast corner of Phase 3 i 4846,00 - ; I .. I Y- • Well removed in May 2008 during drilling of petroleum wells. " 4844.00 t Compacted Liner in vicinity, distance and date of completion: 4842.00 - 1 s I Phase 3 - 230' - August 2010 t t I 1 I I I I 4240.00 ! I Flatirons Constructors, Inc. mined and dewatered 111 pit to south 4 starting in 2006. Liner was approved by SED on Aug 16, 2011. MW 4- SE L . G . EVERIST - RINN VALLEY RESOURCE EXHIBIT G- 3 Q`er<� 2��3 2��r5 ppSO J+�h '��`�< \\�2r Gp� ce�.0.\ea ,��` attic ct '6"\I\ q' Q��cp Neea �G�� \c pis\`rep S�opa F\ fat C, Deis / • a� 2006 2007 2008 2009 2010 , / / 2011 i 2012 2013 1 2014 ..:I I _� MAX TRIGGER 4865.4 4"--f5 "'1 - I i I , _. r a F 1 ' a !•11 .6L.21.1 • as ............,„ la. -.SAS di Ara iSiSe NowSon_y Avirtise\rtNirria . rifret ' ..._ „. y 4:-:11C..:11 M Mt' I 1 ASSESS,— r. atiMMIIMMIMINigelt.mill �.� IS. IIMII . �� IlaISS 41. } i 4 MIN TRIGGER 4854 9 .7 145.1 .J IS SI SI Si SI I •*`,.4.:.:I I I ., I 4-:9) -n • go e eta ci. or-t• e ...5.." , „,. NCP V4r 'S. 1,4"3" ‘J• doss MW 5 - 5 CENT Location: Near center of South line 1-Flatirons Constructors mined and dewatered pit to south o Distance to Rural Ditch - 50 ' starting in 2006. Liner was approved on Aug 16, 2011. Surface Elevation: 4866.9 Compacted Liners vicinity, distance and date of completion: 2-Idaho Creek Sand and Gravel (IDSG) was mining and Bedrock Elevation: 4849.4 Phase 3 - 575 ' - October 2010 dewatering when monitoring program began. Liner completed Flatirone - 425 ' - August 2011 July 2011 Idaho Creek MG - 110 ' - July 2011 <5 0.5 "e • v✓� 2 ayy �,c� G\Or 51�re 6/1' ppa Q Gp„�� S�5 \at�t pr / s�� I 2006 2007 2008 2009 2011 r` 2012 2013L....sc.__ 2014_ 1 .t20 - eMT48r 13Fr,f 11 itl I c I t i LviL U.. �`— I V I 1 1 it Ohl o:. Qr,'f•l a • , h 1 a J J J F t GlCtStCr: I F ft N I I I t r i I I I I P i I I Libra a:: s e t t i • 4 4 { I I g E I I MIN. TRIGGER 4858.7 i I I I y G $ I I a 6 ' 1 1 i =%a.4 rU.: I I 1 I 1 3 1 1 f ) I I I 7 !I I I I I G r V i•Jr V- ' i 4- t 1 : 4 r 1 1 ., ! I i !— - - I I I I I f 6 I t 1 I I u 1 I 1 I I' t 1 � -- -S� fit_ r - - f- - - - r b 1Olt irs .•� , Location: Southwest corner Phase 1 0a#ion: 4866 El MW 6 — SW Surface Elevation:Distance to Idaho Creek 109' L . C . EVERIST - RINN VALLEY Bedrock Elevation: 4848.0 RESOURCE EXHIBIT 6- 3 DEERE (Sz. AULT July 3, 2007 Mr. Jim Sittner L.G. Everist Mountain Division 7321 East 88th Avenue, Suite 210 Henderson, Colorado 80640 Re: Rinn Valley Site, Slope Liner Design; D&A Job No. CG-0201.401.00 Dear Mr. Sittner: As per the proposal dated November 1 , 2005, we provided engineering services for the design and construction of a slope liner at the Rinn Valley Pit located near Firestone in Weld County, Colorado . Following mining, the Rine Valley gravel pit is intended to be used as a below grade water storage reservoir. As part of these services we conducted a site reconnaissance, developed parameters for liner design, and prepared construction specifications. The construction documents for the design include this technical memorandum, technical specifications for the embankment construction, forms for documenting the construction, and typical cross-sections for the slope geometry options analyzed. PURPOSE OF DESIGN The rational behind the design was three-fold: 1 . Design a compacted soil embankment slope liner that meets or exceeds the minimum leakage design standards as set forth by the Colorado State Engineer Guidelines for Lining Criteria for Gravel Pits, August 1999. 2. Design a final pit slope using these same soils, which will meet or exceed the minimum standards set by the Division of Reclamation, Mining and Safety (DRMS) for reclaimed gravel pits (3 : 1 (h:v (horizontal to vertical)) slopes above the water table, 2: 1 (h:v) below the water table). In addition to the reclamation criteria, the final slopes will need to be stable over the range of potential reservoir operating conditions. 3 . Provide recornmgndations for the placement of fill for future building lots. These building lots will be the future building sites for single family residences. The lots will be constructed adjacent to the slope liner by backfilling the mined area with compacted soils placed with both density and moisture control. 600 S. Airport Road, Building A, Suite 205 Longmont, CO 80503 Phone: 303-651-1468 Fax: 303-651-1469 25 Mr. Jim Sittner July 3, 2007 Page 2 Analysis of the soil embankment slope liner included slope stability and potential seepage evaluation. This letter summarizes the results of the analysis. Below we present a brief background and the results of our findings. BACKGROUND The gravel pit is located near Firestone in Weld County, Colorado, immediately east of Weld County Road (WCR) 7 approximately one half mile south of Highway 119. The Rinn Valley Pit is currently an active gravel pit. Construction of a compacted soil embankment slope liner is proposed to be completed inside the mine highwall following gravel mining at each site; however, the Rinn Valley Pit is in the process of being reclaimed, with an embankment slope liner, as the site is mined. Additionally outside and adjacent to the slope liner fill will be placed to construct lots for the future construction of single family residences. The site is broken up into three phases. Phase 1 in the west is depleted. Reclamation has begun and is nearly completed. Phase 2 is partially depleted and is in the process of being reclaimed. Phase 3 has not yet been mined. SITE RE C0NAISSANCE Deere & Ault was provided some previous exploration data, from drilling and test pitting, conducted by L.G. Everist, as well as some of the quality control data that was collected during previous slope liner construction. Our engineers and geologists have been to the Rinn Valley Pit several times during the year to review foundation conditions for the slope liner. In Addition, the site was visited in May 17, 2007 to review site conditions for these analyses. During the May visit, six test pits were excavated in various soil units that had been, or were proposed to be, used for the slope liner soils. TP- 1 and TP-2 were excavated by hand in the materials that were placed for slope liner embankment in the southeast portion of Phase 2. TP-3 and TP-4 were excavated by hand in the side wall of a previous exploratory test pit in the southern portion of Phase 3. TP-5 and TP-6 were excavated using a CAT 416 rubber tired back hoe in the materials that were placed for reclamation near the pit entrance in the western portion of Phase 1 . These soils were submitted to the Terracon Testing Laboratory for in situ moisture content, grain size analysis, plasticity index testing, and standard proctor testing. SOIL. CONDITIONS The site top soil and overburden ranges from 2.5 feet to 6.7 feet and averages 5.0 feet of moderately to high y plastic overburden soils consisting of medium stiff to stiff clays. An approximate maximum of 25 feet of medium dense to very dense sand and gravel was encountered during the exploration underlying the overburden clays. However, the sand and gravel thickness ranges from 11 ,4 feet to 18,6 feet and averages 16.4 feet typically in the mine. An intermediate sandy clay to 26 Mr. Jim Sittner July 3, 2007 Page 3 clayey sand layer, inside the alluvial deposits, colloquially known as "mud lens," was not encountered. Because this mud lens layer was not encountered, our analysis considered the alluvial sand and gravel layer to be contiguous. Beneath the sand and gravel the bedrock appeared to consist of sandy siltstone material. Groundwater was encountered during previous L.G. Everist exploration at approximately 5 to 15 feet below the ground surface. For the purposes of our analysis it was assumed to be at 5 feet:below the ground surface near the top of the sand and gravel layer. LABORATORY TESTING Soil samples obtained on May 17, 2007 were submitted to Ten-aeon's Laboratory for analysis. Laboratory testing included: in-situ moisture content, grain size analysis, plasticity index testing, and Standard Proctor testing. The overburden material on the Rinn Valley site consisted of sandy to silty clay ranging in plasticity indices from 14 to 25 percent. The overburden hail a percent by weight passing the No. 200 sieve ranging from 56 to 66 percent. The overburden is being used to construct the main part of the embankment, designated Zone 1A. Sandier and more gravelly soils with a lower plasticity index and lower percent passing the No. 200 sieve are being pushed to the outside of the berm to construct Zone 1B. Slope protection material from the intermediate layer of weathered bedrock/pit run interface is proposed to be placed on the upstream face of the slope liner as Zone 2. A summary of the embankment and foundation materials based on the laboratory testing is included in Table 1 . The laboratory test results are provided in Appendix A. Table 1: Characterization of Slope Liner and Foundation Materials* Standard Proctor Atterberg Limits Percent Sample In Situ Optimum Passing Unified P Moisture Moisture Maximum Liquid Plasticity Description Dry Density No. 200 Limit Index Soil Class 00 Content (pct Sieve 00 O4) TP-1 (Phase 2 15 15.1 114.2 59 30 14 Silty Clay (CL) Zone 1A) _ TP-2 (Phase 2 13 13,0 117.5 40** 26 6 Clayey Gravel Zone 1B) (C TP-3 (Phase 3 23 19.3 99.4 66 42 25 Silty Clay (CL) Zone 14) TP-4 (Phase 3 5 11.7 120.8 18 21 6 Clayey Gravel Zone 1 (GC) TP-5 (Phase 1 15 16.1 105,2 56 34 17 Silty Clay (CL) Zone 1A) , TP-6 (Phase 1 6 8.1 129.5 17 21 17 Clayey Gravel Zone 113) (CC) *Tested by Terracon (Sec Appendix A) **Some larger rock not present in the laboratory sample 27 Mr. Jim Shiner July 3, 2007 Page 4 STABIL.ITYANALYSIS The slope liner configuration shown on Drawing 1 was analyzed using the computer program Slope/W. Four separate stability analyses runs with 1,000 critical surfaces were completed. Soil types used in the slope liner stability analysis included the natural soil types, overburden clays, sands and gravels, and bedrock; and compacted soils (Zone 1 A (core), Zone 1B (shell), and a slope protection zone). Soil strength parameters used in the analysis were based on similar soils from other local projects, our past experience, and published data. ' Soil unit weights were estimated from laboratory test results, past experience with similar soil types, and field density testing conducted on compacted soils. Our stability analysis assumed placed soils will be compacted to a minimum of 95 percent of Standard Proctor density at or near optimum moisture content. Table 2 summarizes the parameters of the soils used in the model. Table 2: Model Parameters Solt type Effective Friction Effective Moist Unit Weight Angle, O' (degrees) Cohesion, c' (psi) riff (pep) Overburden 28 50 114 Sand and Gravel 35 0 130 Bedrock 28 700 124 Weathered Bedrock 24 0 124 Slone liner Zone lA (core) 25 150 1063* Slope liner Zone 1B (shell) 27 100 122.6* Slope Protection Material 31 100 126 *Moist unit weights are based on an average of field density teat results reported by Terracon The Rion Valley model incorporated an idealized maximum cross-section consisting of a 5-foot thick layer of clayey overburden underlain by a 23-foot thick layer of sand and gravel. A 1-foot thick weathered bedrock layer was incorporated into the model 28 feet below the ground surface. The vertical slope height analyzed is approximately 28 feet tall. Four cases were analyzed for each of the alternative configurations: an as constructed or before water storage case; a rapid drawdown case; a full reservoir case; and a full reservoir with earthquake loading. For the rapid drawdown case, the slope protection material was considered to be free draining. Therefore, for this case phreatic surface was raised to just below this free draining material. Additionally a pseudo-static horizontal acceleration coefficient of 0. 1 g was used to determine earthquake loading. Table 3 summarizes the results of our stability analysis. Output graphics for each of the analyses arc provided in Appendix B. The factors of safety required by the State Engineers Office (SEC)) for these same loading conditions on above-grade embankment dams are listed for comparison. The Table 1, Typical Properties of Compacted Soils, DM-702, Foundations and Earth Structures, Naval Facilities Engineering Command, 1986 and Table 5-1 Average engineering properties of compacted soils, Design of Small Dams, United States Department of the Interior, Bureau of Reclamation, 1982. 28 Mt Jim Sittner July 3 , 2007 Page 5 slope geometry analyzed for the Rinn Valley Site does satisfy the SEO criteria, The calculated factor of safety was lowest for the rapid drawdown case. Table 3: Deep Seated Failure Analysis Results Construction before Full Reservoir with Model Water Storage Rapid Drawdown Full Reservoir Earthquake Geometry and Model SEQ Dam Model SFO Dam Model SW Dam Model SRO Darn Mode of Factor of Factor of Factor Factor of Factor Factor of Factor Factor of Failure Safety Safely of Safety Safety of Safety Safety of Safety Safety 3: 1 Q uy) 2.0 _ 1 .5 _ 1 .2 1.2 2.4 1 .5 1.4 1.0 SEEPAGE ANALYSIS Our seepage analysis involved generating a finite element computer model analysis using the Seep/W computer program. The cross-section used for the seepage analysis is shown on Drawing 1 . Permeability values for the different soil types were based on our experience with local projects in similar soils. The permeability values of the soils used in the model are summarized on Table 4. Table 4: Model Parameters Soil We Saturated Coefficient of Permeability N (_cm/s) Overburden 2.5 x 10- Sand and Gravel ' 2.5 x 10-1- Bedrock 1 .0 x 10c Weathered Bedrock 1 .0 x 10r Slope Liner, Zone IA 1.0 x 10-6 Slope Liner, Zone 1B 1 .0 x 10"3 Slope Protection Material 5.0 x 104 The maximum cross-section was evaluated for seepage inflow using Seep/W. The analysis assumed a groundwater level outside of the slope liner approximately 5 feet below the ground surface and that the future below grade reservoir is empty. This section was determined to have a seepage value of 3 .39 x 10-7 cfs/lf. Output graphics for each of the Rnalyses are provided in Appendix C. As required by the State Engineer Guidelines for Lining Criteria for Gravel Pits (August 1999) to meet the design criteria of these guidelines allows for 0.03 cubic feet of water to infiltrate in one day per square foot of liner height. To meet the design criteria with bedrock at a depth of 28 feet below the ground surface, a maximum infiltration rate of 9.72 x 10-6 cubic feet per second per linear foot of liner (efs/11} would be allowed. Seepage analyses indicate that the slope liner embankment design will meet the State' s design criteria for infiltration. 29 Mr. Jim Sittner July 3, 2007 Page 6 LOT FILL The lot fill is to be constructed adjacent to and behind the slope liner as illustrated on Figure 2. We understand that most of the overburden clay soils will be required for the construction of the low permeability slope liner. Consequently, the soils to be used for the lot fill will consist of various on- site inorganic soils ranging from coarse grained sandy and gravelly soils to fine grained clayey and silty soils. Some bedrock, both claystone and sandstone, will probably be used in the lot fill. The plan is to place the lot fill soils in relatively thin lifts, blending and mixing the soils as much as practical during placement and compaction. Regular quality control and quality assurance field and laboratory testing will be completed and documented as the work progresses. As a general practice, the more plastic soils and bedrock will be placed in the lower one-third of the fill. Since the compacted lot fill soils can be expected to be quite variable, site specific geotechnical investigations will be required to design the foundations for the soil conditions on each lot, as well as for pavements and other infrastructure. The groundwater conditions on each lot will also need to be investigated and considered for all buildings, especially below grade elements. SUMMARY AND RECOMMENDATIONS The stability analysis predicted suitable factors of safety for a slope liner with 3 : 1 (h:v) slopes, a maximum slope height of 28 feet, and zoned geometry as shown on Drawing 1 . Based on the finite element model, the maximum cross-section considered met the design seepage standard. The modeling predicts a seepage value of approximately 3.5 percent of the seepage allowed by the design standard. Variables such as discrete fissures or joints in the rock foundation and reservoir bottom, and variability in the texture of the liner soils are not considered in the modeling. Actual seepage will probably be higher than the model suggests. A liner meeting the design leakage criteria, however, should be constructable using the site soils and design specifications. The on-site soils and bedrock for constructing a slope liner embankment that meets SEO seepage criteria and stability criteria appear suitable. Care must be taken to avoid lamination between lifts of liner soils or at the bedrock soil interface. We recommend that soils placed in the slope liner embankment are thoroughly mixed and compacted with a kneading action compactor such as a sheepsfoot compactor to reduce the risk of lamination. Quality control testing should continue on a regular basis to ensure the liner soils are properly compacted and meet gradation and Atterberg requirements in accordance with the design specifications. Additionally we recommend that the foundation and cut-off key trench should be wetted and rolled with a sheepsfoot compactor prior to fill placement to improve proper bonding between the bedrock and the first lift of embankment soils . 30 Mr. Jim Shiner July 3 , 2007 Page 7 The fill for the future residential sites should consist of inorganic soils free from deleterious materials placed in a controlled manner documented by quality control and quality assurance field and laboratory testing. This fill should be placed in thin lifts and be reasonably blended. Based on our experience, we have found a disc to be very effective for both blending and mixing soil types, as well as for mixing in added moisture. The fill should be kept relatively level during the placement process. We recommend that transverse slopes are 4: 1 (h:v) or flatter. We recommend that longitudinal slopes be 2:1 (h:v) or flatter. Additionally the material with higher plasiticity indices should be placed in the lower one-third of the Lot Fill Zone. LIMITATIONS The conclusions and recommendations provided in this design memo are based in part on the data gathered from our field investigations, information provided by L. G. Everist, Inc., our analysis of the gathered data, and our experience with similar projects. We warrant only that our work has been conducted in accordance with generally accepted engineering and geologic practices and standards in our area at the time the work was completed. We irndeistand that it is intended for residential housing to be constructed around the future reservoir at the Rinn Valley Site. The scope of this design memo was limited only to the embankment slope liner and lot fill soils. Design recommendations for future residential building foundations and infrastructure should be provided by site specific geotechnical investigations of soil and groundwater conditions. Potential changes in the perimeter groundwater elevation caused by slope liner construction were not part of the scope analyzed for this report. If you have questions regarding our design assumptions or these analyses, please feel free to call. Sincerely, DEERE & AULT CONSULTANTS, INC. • „cert.,- v Scott A. Palmer, P.E. Project Engineer C c I Je ---' Roy H. Spitzer, P.G. Principal, Project Manager Attachments Q:0201 LG Eva-tt10201.001.00 Rine Yaiicy(tic& Camenisch) PitlDrsign DociDcslgn MccreDcsiga Memo Linn Yafey.doc 31 Ae---)‘107-a°ZO,6 DEPARTMENT OF NATURAL, RESOURCES /N� t0 DIVISION OF WATER RESOURCES is Bill Ritter, Jr. /8 7 6 Governor Mike King December 20, 2010 Executive Director Dick Wolfe, P.E. Director/State Engineer David L. Nestles, P.E. Division Engineer DEERE & AULT CONSULTANTS MR. ROY SPITZER, P.G. 600 S. AIRPORT ROAD, BLDG Al STE 205 LONGMONT, CO 80503 RE : PHASE 3, L.G. EVERIST RINN VALLEY GRAVEL MINE (DRMS M1997-093) SECTION 10, T2N, R68W -- WATER .DIVISION 1 , WATER DISTRICT 5 D&A JOB NO. CG-0201 .001 .00 Dear Roy: The purpose of this letter is to approve the lining of the Rinn Valley Phase 3 Pit. This pit is located in the W1/x of the SE% of Section 10, T2N, R68W, and is a part of the L.G. Everist Rinn Valley Gravel Mine (DRMS M:1997-093 — WDID 0503004). The compacted sell embankment liner was completed on August 13, 2010. A site inspection was performed by Jonathan Hernandez of our office on December 2, 2010 to review site conditions and the leak test plan. Your letter dated December 7, 2010 provides the liner summary and 90-day leak test result. The test data provided indicates that the pit has been lined to the design standard referenced in the August 1999 State Engineer Guidelines for lining Criteria for Gravel Pits (1999 SEO Guidelines). Meeting the design standard requires that all water inflows and outflows for the liner perimeter enclosed area must be accounted for on a monthly basis. • With this liner approval, The Rinn Valley Phase 3 Lined Pit may be used to store water in accordance with the 1999 SEO Guidelines. Prior to ANY use of this site, the owner or operator will need to coordinate with Shera Sumerford, District 5 Water Commissioner, to review operations and accounting. Please contact Jonathan Hernandez at the number below if you have any questions. Sincerely, N .,f9eAt/-t,cer 0/11d714, David L. Nettles, P. E. Division 1 Engineer ec` Shera Sumerford, District 5 Water Commissioner Joanna Williams, Denver SEO Water Division I • Greeley 810 9°1 Street, Suite 200 Greeley, CO 80632 • Phone: 970-352-8712 • Fax: 970-392-1816 www.water.state.co.us tiT off . DEPARTMENT OF THE ARMY 4 CORPS OF ENGINEERS, OMAHA DISTRICT /T'/fit\, 3.'4% DENVER REGULATORY OFFICE, 9307 S. PLATTE CANYON ROAD IW i` • � ' LITTLETON, COLORADO 60128.6901 al M, \ �fij' .�►,� f ^49 REPLY TO ~\ • -?Arrc d5 '%' ATTENTION OF: June 16, 2000 Mr. Dennis Stabbell Andesite Rock Co. 9065 Quince St. Henderson, CO 80640 RE: Andesite Rock Company Gravel Mine, Camenisch Resource, Idaho Creek Corps File No. 199880109 Dear Mr. Stabbell: Reference is made to a June 15, 2000 site meeting by Mr. Roger Srvold, Andesite Rock Company Superintendent and Mr. Terry McKee of this office concerning your above-mentioned project located the SE 'A of Section 10, Township 2 North, Range 68 West, Weld County, Colorado. During this meeting it was noticed that the wetlands to be mitigated for have dried up since the dairy farm operations at this location has stopped. In that regard, wetland mitigation as required in your Department of the Army permit will not be require to replace the dried up wetlands as discussed during the meeting between Mr. Srvold and Mr. McKee. If there are any questions concerning this matter, please call Mr. Terry McKee of this office and reference Corps File No. 199880109. Sincerely, Tim 'are Chief, enver Regu ory Office tm , td L\V J " JUN • 33 cCOQ _.. • f DEPARTMENT OF NATURAL RESOURCES t �" ) DIVISION OF WATER RESOURCES �ItsC`� , * March 17, 2014 Vk x john W. Hickenlooper 1876 Governor Mike King Executive Director Dick Wolfe, P.E. Director/State Engineer Mr. Rick Parsons, P. E, Parsons Water Consulting, LLC 4729 W 32nd Avenue Denver, Co 80212 Re: L.G. Everist Combined Substitute Water Supply Plan (WDID 0202618) Carbon Valley Pit (formerly Lohmann Pit), DRMS No. M-2001 -017 (WDID 0503003) Rinn Valley Pit, DRMS No. M-1997-093 (WDID 0503004) Firestone Pit, DRMS No. M-1996-052 (WDID 0503005) Ft. Lupton Pit, DRMS No. M-1999-120 (WDID 0203040) Lupton Meadows Pit, DRMS No. M-2002-104 (WDID 0203047) Star Water Resource (formerly Felt Pit), DRMS No. M-1977-522 (WDID 0303000) Water Division 1 , Water Districts 2, 3 and 5 Approval Period: January 1 , 2014 through December 31 , 2015 Contact Phone Number for Mr. Rick Parsons: 303-667-5067 Dear Mr. Parsons: This purpose of this letter is to provide an update on the South Platte River replacement water source from what was identified in SWSP approval letter dated February 27, 2014, for the L. G . Everist Laramie Fox Hills wells. The February 27 , 2014 letter indicates that during times a winter call on the reach of the South Platte (i.e. , the Milton Reservoir storage right at the Platte Valley Canal Headgate), replacement supplies will be from L.G. Everist Laramie Fox Hills wells and the Laramie-Fox Hills aquifer water will be withdrawn by existing wells pursuant to permit nos. 66271 -F, 66273-F and 66274-F. However, permit nos. 66271 -F, 66273-F and 66274-F have been canceled. Therefore, the nontributary Laramie-Fox Hills aquifer water will be withdrawn by existing wells pursuant to permit nos. 77371 -F, 77372-F, and 77373-F. In addition, a new well with permit no. 77374-F was added to the well field. The wells are currently permitted for industrial, irrigation, commercial and augmentation use and are allowed a combined average annual withdrawal of 241 .66 acre-feet and a pumping rate of 150 gpm. The wells are further described in the following Table F. The Applicant must account for the 2% relinquishment requirement for the nontributary Laramie-Fox Hills water. TABLE F — L.G. EVERIST LARAMIE FOX HILLS WELL SUMMARY Well Field WDID 0204101 0204101 0204101 0204101 Well Field Name EVERIST LFH WL EVERIST LFH WL EVERIST LFH WL EVERIST LFH FLD FLD FLD WL FLD Well WDID 0210211 0210212 0210213 Well Name EVERIST LFH EVERIST LFH EVERIST LFH EVERIST LFH WELL 77371-F WELL 77372-F WELL 77373-F WELL 77374-F Relevant Well 77371-F 77372-F 77373-F 77374-F Permit_ Well Location SW, NE SEC 30, NW, NW SEC 30, NW, NW SEC 30, NE, NW SEC 2N, 66W 2N, 66W 2N, 66W 31 , 2N, 66W Office of the State Engineer 1313 Sherman Street, Suite 818 • Denver, CO 80203 • Phone: 303-866-3581 • Fax: 303-866-3589 www.wate34tate.co.us Mr. Rick Parsons, P. E . March 17 , 2014 L. G . Everist Combined SWSP Page 2 of 2 Aquifer LAR/FOX HILLS LAR/FOX HILLS LAR/FOX HILLS LAR/FOX HILLS Allowable AF 241 .66 ACRE FEET COMBINED Amount All other consumptive uses and conditions for the combined plan will remain the same as in the February 27 , 2014 approval. If you have any questions concerning this approval , please contact loana Comaniciu in Denver at (303) 866-3581 or Dean Santistevan in Greeley at (970) 352-8712 . Sincerely , • Jeff eatherage, P . E . Ch. of Water Supply cc: Dean Santistevan , Assistant Division Engineer, DivlAccountindAstate.co.us (810 9th Street, 2nd Floor, Greeley, Colorado 80631 , 970-352-8712) Shera Sumerford, District 5 Water Commissioner, Shera.Sumerford@state.co.us (1417 25`h Avenue, Greeley, Co 80634, (970) 352-5558) Bill Schneider, District 2 Water Commissioner, William.Schneider©state.co.us (810 9th Street, 2nd Floor, Greeley, Colorado 80631 , 970-352-8712) Mark Simpson , Water Commissioner District 3, Mark.Simpsonstate.co.us 951 Wheatridge Cir. , Loveland, CO 80537; (970) 420-9568 Division of Reclamation Mining and Safety 35 •rOrsdlp ` . DEPARTMENT OF NATURAL RESOURCES ��w . �`� yid%`ti 0 ° I DIVISION OF WATER RESOURCES ' * k,t),Pik ') Jahn %V. I ti�i:enlo�ii�c•� '- /87 6::- February 27, 2014 Governor Mike King Executive Director Dick Wolfe, N.E. Director/51a le EngineerMr. Rick Parsons, P. E. Parsons Water Consulting, LLC 4729 W 32nd Avenue Denver, Co 80212 Re: L.G , Everist Combined Substitute Water Supply Plan (WDID 0202618) Carbon Valley Pit (formerly Lohmann Pit), DRMS No. M-2001 -017 (WDID 0603003) Rinn Valley Pit, DRMS No. M-1997-093 (WDID 0503004) Firestone Pit, DRMS No. M-1996-052 (WDID 0503005) Ft. Lupton Pit, DRMS No. M-1999-120 (WDID 0203040) Lupton Meadows Pit, DRMS No. M-2002 .104 (.WDID 0203047) Star Water Resource (formerly Felt Pit), URNS No. M-18.77-522 (WDID 0303000) Water Division 1 , Water Districts 2, 3 and 5 Approval Period : January 1:, 2014 through December 31 , 2015 Contact Phone Number for Mr. Rick Parsons: 303467-5067 Dear Mr, Parsons: This letter is in response to your letter dated December 2, 2013, requesting renewal of the above referenced substitute water supply plans to cover depletions. 'caused by gravel mining operations at multiple mine sites operated by L.O. Everist ("Applicant') along the South Platte River mainstem, the Saint Vrain Creek and the Cache La Poudre River. The required fee of $1542 (6 x $257) was submitted on December 13, 2013 (receipt # 3662829). This plan proposes 'to replace. depletions resulting from current and past mining at the six sites as specified in Tables A and B below: TABLE A GRAVEL PIT SUMMARY t3RMS Permit Previous Current Exposed New Site Name WDID Number SWSP Well Permit Surface Permit Approval Number (acres) Required? Carbon Valley Pit d503003 M-2001 -017 5/28/201.3 70326-F 4.30 No (formerly Lohmann Pit* . Rinn Valley Pit 0503004 M-1997-093 5/28/2013. .?5968-F - 6.110 Yes** Firestone Pit 0503005 M-1996-052 5/28/2.013 69155-F 7.54 Yes*** Fort Lupton Pit 0203040 M-1999-120 5/28/2013 66814-F 4.06 Lupton Meadows 5/28/2013 Yes _ Pit**** 0203047 M-2002-104 75967-F 6.34 Star Water Resources (formerly 0303000 M=1977-522 11/20/2012 74929-F 1 .00 No Felt Pit)***** ' Carbon Valley Pit (formerly Lohmann Pit) will be referred in this plan •as the Carbon Valley Pit "Rinn Valley Pit's projected operations exceed the permitted allowance for water lost in mined product "'Firestone Pit's projected operations are not currently permitted by the existing permit ""Lupton Meadows Pit DRMS M-2002-104 is now included in ORMS M-1999-120 and are known as the Fort Lupton Sand and Gravel. They will be referred in the plan as the Fort Lupton Sand and Gravel Office of the State Engineer :1313 Sherman Street, Suite 818 • Denver, CO 80203 • Phone: 303-866-3583 • Fax: 303.866-3589 www.wn ter.state.co.us 36 Mr. Rick Parsons, P.E. February 27, 2014 L. G. Everist Combined SWSP Page 2 of 10 "***The Applicant purchased the Felt Pit DRMS M-1977-522 in October 2013 (now called the Star Water Resources) and requested to include this pit in this combined SWSP. Star Water Resources (formerly Felt Pit) will be referred In this plan as the Star Water Resources Pit TABLE B — GRAVEL PIT LOCATION Site Name Location Stream Reach Carbon ValleyPit Ssctions 6, T2N, R67W Saint Vrain Creek Rinn Valley Pit Sections 10, T2N, R68W Saint Vrain Creek Firestone Pit Section :32, T3N, R67W Saint Wain Creek Fort Lupton Pit Section 30, T2N, R66W South Platte River Lupton Meadows Pit Section 30, T2N, R66W South Piatte•River Star Water Resources Section 26, T6N, R66W _ Cache La Poudre During the past SWSP approval period (2010 -- 2011 ) the liner for the Rinn Valley Phase 3 Reservoir (WDID 0504005) was approved by the State Engineer's Office in December 2010. Additionally, two cells within the former Lupton Meadow Pit site (DRMS M2002-104) identified as the Meadow West Reservoir and Everist Reservoir No. 1 were lined and .have.. storage rights pending in case no. 2007CW25. Also, the Firestone Pit changed its status with DRMS from "Temporary Cessation" to "Active." L. G. Everist anticipates to actively 'mine in 2014 and 2015 the following sites: Carbon Valley Pit, Rinn Valley Pit, Firestone Pit on Saint Vrain Creek and Fort Lupton Sand and Gravel (include cells previously Identified as within Fort Lupton Pit and Lupton Meadows Pit) on the South Platte River. Depletions resulting from dewatering, evaporation and mining operations, at these sites are replaced under this plan, Water Use at these sites during the period of this plan will include dewatering, evaporation from exposed groundwater, aggregate production, dust control and concrete batching. During the period of this .SWSP L. G. Everist will not actively mine Star Water Resources but will dewater the site to facilitate the installation of an operational platform to support a slurry wall liner installation. Dewatering is anticipated to continue until approximately one acre of surface water area is exposed at the site. According to the information provided, a total of 6. 1 acres of groundwater was exposed within the Star Water Resources reclamation permit boundary prior to January 1 , 1981 . Based on the Division 1 Water Court decision in case no. 2009CW49, the replacement of evaporative depletions is not required for ground water exposed to the atmosphere prior to January 1 , 1981 through open mining of sand and gravel, regardless of whether open mining operations continued or were reactivated on or after that date. Accordingly, the evaporative depletions for the Star Water Resources were calculated ;based on an exposed surface area of 1 acre exposed after December 31 , 1980. The area receiving the pre-1981 credit is shown on the attached map and is the same area shown In the last SWSP approval for the Star Water Resources (Felt Pit). The area to receive the pre-81 credit is tied to the physical location as depicted In map and cannot be relocated. Mining depletions from Carbon Valley Pit, :Rinn Valley Pit and Firestone Pit are estimated to affect the Saint Vrain Creek below the Last Chance Ditth .headgate. Mining depletions from Fort Lupton Sand and Gravel are estimated to affect the South Platte River above the Meadow Island Ditch No. 1 headgate. Mining depletions from Star Water Resources are estimated to affect the Cache La Poudre River at a point approximately eight miles upstream from the confluence with the South Platte River. The proposed replacement sources for these pits are Rural Ditch Company shares and Lupton Bottom Ditch shares during the summer months. During the winter months and for portions of the summer months the depletions will be replaced by releases of water stored in the Rinn Valley Phase 3 Reservoir (WDID 0504005), Meadow West Reservoir (aka Everist No, 2/4 Cell) (WDID 0203932) and, if needed, nontributary Laramie-Fox Hills water withdrawn from well nos. 66271-F, 66273-F and 66274-F. 37 Mr. Rick Parsons, P. E . February 27, 2014 L. G. Everist Combined SWSP Page '3 .of 10 In accordance with the letter dated April 30, 2010 (copy attached) from the Colorado Division of Reclamation, Mining , and Safety ("DRMS"), all sand and gravel mining operators must comply with the requirements of the Colorado Reclamation Act and the Mineral Rules and Regulations for the protection of water resources. The April 30, 2010 letter from DRMS requires that you provide information to DRMS to demonstrate you can replace long term injurious stream .depletions that result from mining related exposure of ground water. The operator intends to comply with this requirement by providing bonds sufficient to line or backfill the pits in accordance with approaches nos, 1 and 3. One share each of the Rural Ditch and Lupton Bottom Ditch has been dedicated to this: .plan as sufficient bonding is not yet in place. Future SWSPs for this site will not authorize any additional use of ground water until the Applicant provides documentation that a bond sufficient to cover lining or backfilling of each pit has been obtained. The current bond amount for each pit is shown in Table C below. TABLE C — :DRMS Bonding Site Name DRMS # Bond Amount Notes Carbon Valley Pit M-2001 -017 $665,800 Rinn Valley Pit M4997-093 $114;700 Firestone Pit M-1996-052 $509,900 Fort Lupton Sand and M-1999-120 $2j002,400:00 Bond amount changed with the inclusion of Gravel - the Lupton Meadows site Star Water Resources M-1977-522 $103,754 Depletions The depletions resulting from evaporation, water lost in product, dust control and concrete production are shown in Table O below: TABLE D -- DEPLETION. SUMMARY Evaporation Product Dust'Ca•rttrol Concrete Total total Net Loss Moisture Loss Production Depletions Depletionsr*� Site Name (ac-ft) (ac-ft) (ac"ft) (ac-ft) (ac-ft) (ac-ft) 2014 2015 2O14 2015 2014 2015 2014 2015 2014 2015 2014 2015 Carbon Valley 10.0 10.0 2.21 2,94 1 .0 1 .0 0.0 0.0 13.2 13.9 6.89 10.42 Pit Rinn Valley Pit 14,1 14.1 15:89 15.89 1 .0 1':0 13.0* 13.0* 44. 1 44.1 58,04 44.24 Firestone Pit 17,3 I 17.3 515 11 .77 1 .0 1 :0 0.0 0.0 23.4 30. 1 24.18 29.47 St..V?alf Cicgk Nit, 00010.ion! • _ '76►60 0 85.46 Fort Lupton Pit 11 .4 11 .4 41 .94 45.62 1 .0 1 .0 0..0 0.0 54.34 58.02 53.67 57.43 Lupton 1719 17.9 0.0 0.0 1.0 1 .0 0.0 0.0 18.9 18.9 20,59 18.99 Meadows Pit . §oditifplatteltivOr jNet Doplettbns' 44.26 76:42 Star Water 2.82 2.82 0,0 0.0 1 .0 1 .0 0.0 0.0 3,82 3.82 7,86 3.90 Resources Cache la Poudra River `NN•et Depiet►orls , :7:8a :3. 90 _' �"�' .,I �i �, •$;tlft,^,j'\i 3Y l 1 11 , J•.� T lf,. , .P. ` t ` '} • �(, 1 ! ,�j ' ; r �y;` :1:^l�l, . 1 . 6>i , i S �r-•, . • . . y� . a �ir �ti`¢° ' , ... ^/' � � �. ' �� }3a�wxu�'� .•.i�+� �} v o'n-•' ;.:. �.,►�� M1 Based on 85,000 tons of concrete production and 50 gallons of water per ton of concrete **' The total net depletions include accretions credits or depletions from dewatering. The total net depletions for 2014 and 2015 for all pits were taken from Tables 6, 7, 8, 9, 10, 11 , 12, 13 and 14 (attached) 38 Mr. Rick Parsons., P. E. February 27, 2014 L. G. Everist Combined SWSP Page 4 of 10 The net evaporation for the Firestone Pit includes a credit of 0,60 acre-feet of consumptive use of ground water associated with the partial subirrigation of the historically irrigated acreage. No other phreatophyte credit was applied to the other sites, Computation of evaporation under this plan was reduced during the ice covered periods. You have assumed the ice covered period to, occur during the months of December, January and February, based on average monthly temperatures less than 32°F taken from the Longmont 2ESE weather station for the Saint Vrain Pits and Fort Lupton 2SE Station for the South Platte .Pits, and for December and January for the Cache La Poudre site based on the monthly temperatures taken, from the Greeley UNC weather station, However, for the purpose of this 'SWSP, the Applicant shall replace the net evaporation depletions from the exposed ground water surface .area that may occur during the assumed ice covered period (the months of January, February and December) for any time that the pits are not completely covered by ice. Computation of the net evaporation during any time that the pits are not completely covered by ice shall be determined as the pro-rata amount of the monthly gross evaporation rate distribution amount identified in the State Engineer's General Guidelines for Substitute Supply Plans for Sand and Gravel Pits, subtracting the pro-rata amount of the effective precipitation for that period, The material excavated from the gravel pit areas will be washed on site, The consumptive .use of water associated with excavated material is idependent on the location of the material with respect to the water table. According to the °General Guidelines for Substitute water Supply Plans for Sand and Gravel Pits" the product .moisture loss is calculated as four percent by Weight of mine material` eXcavated below the ground water table-and two percent by weight !for the mined material excavated above water table. The Applicant anticipates 2014 mining production at the Carbon Valley Resource, Rinn Valley Pit, Firestone Pit. and Fort Lupton Sand and Gravel to be 150,000 tons, 580,000 tons, 200,000 tons and 1 ,650,000 tons respectively, For 2015, production at these same sites are anticipated to increase to 200, 000 tons, 580,'000 tons, 450,000 *and 1 ,80.0,000 tons, respectively. Water used for dust control at. Carbon Valley Pit, Rinn Valley Pit, Firestone :Pit and Star Water Resources will :come from water .originally pumped from -the pits for dewatering, Water used for dust control at the Fort Lupton Sand and Gravel was previously used from .an existing alluvial well, :permit.no. 57957-F (WIND 02.0501:8 Dl TIRRO WELL 2), located outside of the approved slurry wall on the Fort Lupton Pit site. Well permit no. 57957-F is no longer being used for dust control, as .Everist has :a re- circulating water system at the site where reusable water is pumped from fined cells to wash material and for dust control. Continuous dewatering operations at Carbon Valley Pit; Rinn Valley Pit, and Firestone Pit are occurring in order to facilitate dry mining conditions. This water is used for dust control at these pits, and is used for concrete production at the Rinn Valley pit, All other water pumped for dewatering is returned immediately to the river system, The applicant has performed a lagged water balance for these operations and .account for the lagged depletions which is offset by monthly net accretions. Totalizing flow meters have been installed and monthly meter readings showing dewatering volumes were reported on the 2012-2013 submitted accounting. A -stream depletion- model using the Glover method was used to calculate the lagged depletions to the RiVer, The alluvial aquifer model uses four aquifer input parameters for each site as follows: 1 ) X- distance from centric:0 of the well to the river, 2) W-distance from the aquifer boundary through the well to the river channel, 3) T-transmissivity of the alluvial aquifer (in gallons per foot/day) between the well and the river, and d) 8-specific yield . The following parameters for each site listed in the table below were used in the model: TABLE E AQUIFER CHARACTERISTICS Site Name T X W S Carbon Valley Pit , 50,000 2,000 4, 173 0,2 39 Mr. Rick Parsons, P. E. February 27, 2014 L, G. Everist Combined SWSP Page 5 of 10 Rinn Valley Pit 125,000 715 4, 173 0.2 Firestone Pit 72,300 2,210 2,262 0.2 Fort Lupton Pit 90,000 1 ,200 7,996 0,2 Lupton Meadows Pit 90,000 3.00 4,500 0,2 Star Water 120, 000 558 4,300 0.2 Resources Replacements Saint Vrarn Creek L. G, Everist owns .7.4 shares of the Rural Ditch Company. Of the 7.4 shares of the Rural Ditch water, 1 share will be dedicated for this plan for 2014 and 2015,. The 7,4 shares of the Rural Ditch were historically used to irrigate 215 acres of pasture grass, corn and alfalfa, The land historically irrigated by the 7,4 shares is the same land that is currently being mined at the :Rinn Valley Pit. Assuming a 10% ditch loss and a 55% irrigation efficiency, the dry-year consumptive use of the 7.4 shares was determined to be 337 acre-feet. The prorated consumptive use for the 1 share is 45.5 acre-feet. The historical return flow obligation of the 1 Rural Ditch shares will be maintained by the plan. The Rural Ditch share is delivered to Saint: Vrain Creek through Central's Rural Ditch augmentation station (WDID 0502303) located at 40°10'31 . 18"N, 104°57'5.06'W near the end of the ditch, The delivery location is below the Last Chance Ditch headgate and above ..downstream calling water rights located on the South Platte River. L. G, Everist has fully reusable supplies stored in the Meadow West Reservoir. The entire capacity :of 1 .,078 acre-feet in the Meadow West Reservoir was filled pursuant to a free river in September 2013. The water commissioner approved the entire capacity of the water as fully consumable. All releases of replacement water will be made at or above the point of downstream calling right. Releases from this reservoir to cover The Saint Vrain Creek Pits -will account for the transit losses to Saint Vrain Creek of approxirnately 3.7 percent based an about 15 river miles from the reservoir releases to Saint Vrain River down to the confluence with the South Platte River times 0.25 percent winter transit loss per mile, The transit loss percentage is subject to change by the water commissioner. The applicant shall obtain prior permission from the .District 2 Water Commissioner when making releases from this reservoir. Credit will not be given to any releases not measured and recorded to the satisfaction of the District .2 or District 5 Water Commissioners or Division Engineer. South Platte River L. G. Everist owns 2.25 shares of the Lupton Bottom Ditch. Of the 2.25 shares of the Lupton Bottom Ditch water, 1 share will be dedicated to. this plan in 2014 and 2015. The 2.25 shares were historically used to Irrigate 95 .acres of corn and small vegetables. The land historically irrigated by the 2. 25 shares is the same land that is currently being mined at the Ft. Lupton Pit. Assuming a 10% ditch loss and a 55% irrigation efficiency, the dry-year consumptive use of the 2.25 shares was determined to be 138 acre-feet. The prorated consumptive use and return flows for the 1 share is 61 .33 acre-feet. The Lupton Bottom shares will be delivered back to the South Platte River at either the augmentation station. located just north of WCR 14.5 (WDID 0202917) or the East Lateral Ditch into Little Dry Creek (WDID 0202307). The East Lateral Ditch into Little Dry Creek augmentation station is preferred for all releases, and if the WCR 14. 5 augmentation station is used, the Applicant is required to first contact the District 2 Water Commissioner. Due to the distance from the augmentation station to the river, the Water Commissioner may assess transit losses on the amount released from the WCR 14.5 augmentation station, 40 Mr. Rick Parsons, RE. February. 27, 2014 L. G. Everist Combined SWSP Page 6 of 10 Winter replacement will be made from the Meadow West Reservoir when there is no call on the South Platte River between the Ft. Lupton and Lupton Meadows Pits and the confluence of the South Plate River and Saint Vrain Creek, Two augmentation stations from Meadows West Reservoir, as shown on the attached map will pump water to Little Dry Creek then from there to the South Platte River below the Meadow Island No. 1 headgate. The two stations are: the Northwest Station to Little Dry Creek located at 40, 1095270 N, 104. 834691 W about 4 miles from the confluence with the South Platte River and the Southeast Station to Little Dry Creek located at 40. 102871 N, 104. 8295469 W about 4.5 miles from the confluence with the South Platte River. Transit losses from a point directly east of the reservoir on the South Platte River Will be 0,25 percent winter transit loss per mile. The applicant shall obtain prior permission from the District 2 Water Commissioner when Making releases from this reservoir. Credit will not be given to any releases not measured and recorded to the satisfaction of the District 2 Water Commissioner or Division Engineer. During times a winter call on the reach of the South Platte (i.e. , the Milton Reservoir storage right at the Platte Valley Canal Headgate), replacement supplies will be from L.G. Everist Laramie Fox Hills wells. The nontributary Laramie-Fox Hills aquifer water will be withdrawn by existing wells pursuant to permit .nos. 66271 -F, 66273-F and 66274-F. The wells are currently permitted for industrial, commercial ,and augmentation use and are allowed a combined average annual withdrawal of 73,1 acre-feet and a pumping rate of 150 gpm. The wells are further described in the following Table F, The Applicant's ,accounting includes the 2% relinquishment requirement for the nontributary Laramie-Fox Hills water. TABLE F L.G. EVERIST LARAMIE' FOX HILLS WELL SUMMARY Well Field WDID 0204101 0204101 0204101 Well Field Name EVERIST LFH WL FLD EVERIST LFHWL FLD EVERIST'LFH WL FLD Well WDID 0210211 0210212 .0210213 Well Name EVERIST LFH WELL EVERIST LFH WELL EVERIST LFH WELL 66271-F ,66273=F 66274-F Relevant Well Permit 66271-F 66273-F 66274=F Vilell Locatlnn SW; NE $EC 30, 2N, NW, NW SEC 24, 1S NW', NW-S'EC"30, 2N, 66W 65W 66W Aquifer LAR/FOX HILLS LAR/FOX HILLS LAR/FOX HILLS Allowable AF Amount 73.1 ACRE FEET COMBINED Cache La Poudre River During the summer months, the Applicant will us.e release water from Rinn Valley Phase 3 Reservoir. L,G. Everist has fully reusable supplies stored in the Ririn Valley Phase 3 Reservoir. The pump from northwest corner of Rinn Valley Phase 3 Reservoir is located adjacent to the Rural Ditch at 40, 15.27335N, 104. 9851568 W. A total of 329 acre4eet of water was stored pursuant in September 2013. The water in storage is available for replacement purposes: Any releases from this reservoir to cover the Cache La Poudre Pit will be assessed a transit loss to the confluence of the South Platte and Cache La Poudre rivers of approximately 16.3 percent based on about 32.7 river miles from where the reservoir releases to the Cache La Poudre River down to the confluence with the South 'Platte River times 0.50 percent per mile during the summer. The transit loss percentage is subject to change by the water commissioner. 'The applicant shall obtain prior permission from the District 5 Water Commissioner when making, releases from this reservoir, Credit will not be :given to any releases not measured and recorded to the satisfaction of the District 2 or District 3 Water Commissioners or Division Engineer. For the winter months L.G. Everist will use fully reusable supplies stored in the Meadow West Reservoir. Any releases from this, reservoir to cover the Cache La Poudre Pit will be assessed a transit loss to the confluence of the South Platte and Cache La Poudre rivers of approximately 9.2 percent 41 Mr. Rick Parsons, RE. February 27, 2014 L. G. Everist Combined SWSP Page 7 of 10 based on about 36.7 river miles from where the reservoir releases to the Cache La Poudre River down to the confluence with the South Platte River times 0.26 percent per mile during the winter. Again, the transit loss percent is subject to change by the water commissioner. The applicant shall obtain prior permission from the District 2 Water Commissioner when making releases from this reservoir. Credit will not be given to any releases not measured and recorded to the satisfaction of the Water Commissioner or Division Engineer. A monthly breakdown of the stream depletions from the mining operations as well as the replacements are shown in the attached Tables 9, 12, and 14. Conditions of Approval I hereby approve the proposed substitute water supply plan in accordance with Section § 37-90- 1'37( 11 ), C. R. S. subject to the following conditions: 1 , This plan is approved with an effective date of January 1 , 2014 and shall be valid through December 31 , 2015 unless otherwise `revoked or modified: If this plan will not be made absolute by a water court action by the plan's expiration date, a renewal request must be submitted to this office with the statutory fee (currently $257/pit) for each gravel pit no later than November 1, 2015. 2. Well permits must be obtained for the current use and exposed surface area at the Firestone Pit, Rinn Valley Pit and Fort Lupton Sand and Gravel Pit in accordance with §37-90-137(2) and (11 ), C.R.S. in conjunction with this plan. The provisions of Colorado Revised Statute 37-90-137(2) prohibits the issuance of a permit for a well to be located within 600 feet of any existing well, unless the State Engineer finds that circumstances. so warrant after a hearing held 'in maccordance with the procedural rules In 2CCR402-5. This hearing may be waived if you are able to obtain statements from the owners of all wells within 600 feet, verifying that they have no objection to your use of the proposed well, Should a new well ,permit be denied for reasons of 600 foot spacing, br any other legitimate reason; approval of this substitute supply plat) may be cancelled. 3. Well permits were obtained for the current use and. exposed pond surface area at the Carbon Valley Pit, and Star Water Resources in accordance with. §37-90-137(2) and (11 ), C.R.S. , permit nos. 70326-F and 74929-F, respectively. 4 . The total area of pond surface exposed for each of the pits shall not exceed those values listed In Table A of this approval. Should the total surface area exposed exceed those amounts, an amendment request shall be promptly filed with this office, 5. The total amount of ground water to be appropriated from each of the pits shall not exceed the values listed in Table Q of this approval. 6. Approval of this plan is for the purposes as stated herein. Any additional uses of water must first be approved by this office. Any future additional historical consumptive use credit given (e.g< , agricultural: water transfer) for this site must consider all previous credits given. 7. All pumping for dust control shall be measured in a manner acceptable to the division engineer. 8. All releases from the Meadow West Reservoir shall be measured in a manner acceptable to the water commissioner and division engineer. 9. The replacement water, which is the subject of this plan, cannot be sold or leased to any other entity. As a condition of subsequent renewals of this substitute water supply plan, the replacement water must be appurtenant to this site until a plan for augmentation is obtained. All replacement water must be concurrent with depletions In quantity, timing, and location. 42 Mr. Rick Parsons, RE, February 27, 2014 L. G. Everist Combined SWSP Page 8 of 10 10. The name, address, and phone number of the contact person who will be responsible for the operation and accounting of this plan must be provided on the accounting forms submitted to the division engineer and the water commissioner. 11 . Conveyance lass for delivery of augmentation water to the South Platte River, Saint Vrain Creek and the Cache La Poudre River is subject to assessment and modification as determined by the division engineer. 12 . The Division Engineer, or his designated representative, will administer all such water transported 'in the South Platte River or its tributaries under this SWSP, including water for replacement of depletions, past intervening headgate to ensure that such water is not intercepted or otherwise diminished in quantity by diversion, use or other interference by intervening water rights and to assure that such water remains available and suitable for Applicant's uses under this SWSP, except when any intervening headgate is diverting the entire flow of ("sweeping") the river, in the event that delivery past headgate which sweep the river requires the installation of a bypass structure or the use of an existing bypass structure by agreement with a thirdsparty, Applicant is responsible for either installation a new bypass structure with a continuous recording measuring device(s) as approved by the Water Commissioner or securing an agreement with a third-patty to use an existing bypass structure and providing such information and agreement to the Division Engineer. 13. All diversions shall be measured in a manner acceptable to the Division' Engineer. The Applicant shall install and maintain such measuring devices as required by the •Division Engineer for operation of this SWSP, In addition, the applicant shall maintain daily records of all diversions, replacements~ and the amount of water used for each particular purpose. The applicant shall provide a report of these records to the division engineer and the water commissioner on a monthly basis on a! form approved by them, The accounting must be submitted to the division engineer in Greeley (Div1Accountingastate.co.us) and the water commissioners' (Bill Schneider at William. Scneider( state.co.us, Shera Sumerford at Shera.Sumerford@state.co.us and Mark Simpson at Mark.Simpson@state.co.us) within '30 calendar days of the end of the month for which the accounting is being made. Submitted accounting shall conform to the Administration Protocol - Augmentation Plan Accounting. 14. The Applicant is requited to provide a written notification to the water commissioner and -division engineer by April 1 of 2014 and 2015 identifying the lands to be dried up for the 2014 and 2015 irrigation season. The Applicant submitted an affidavit sighed by James Sittner, Front Range Project Manager, verifying the dry-up lands associated with L. G. Everist's Lupton Bottom Ditch and Rural Ditch shares. This is accepted as the written notifications required by April 1 of 2014 and 2015. By October 31 of 2014 and 201:5 the Applicant shall provide an affidavit to the water commissioner and division engineer that identifies and confirms the lands that were dried up during the 2014 and 2015 irrigation season in order that the final determination of augmentation credits for the irrigation season can be made along with mapping showing any revisions to the dried-up acreage, The Applicant shall modify accounting to reflect that the credit from 'any dried up fields containing alfalfa or native grass was assessed in the following manner: (a) For fields deep tilled or chemically treated to successfully kill alfalfa or native grass, 100% credit will be given for consumptive use as otherwise computed under the conditions of this approval, (b) For fields not deep tilled or chemically treated to successfully kill alfalfa, records of monthly monitoring of depth to groundwater at existing irrigation wells or existing or new monitoring wells or piezometers within %-mile of each alfalfa or native grass field must be maintained. Credits will be reduced according to the following table when depth to groundwater is less 43 Mr. Rick Parsons, P. C. February 27 , 2014 L. G. Everist Combined SWSP Page 9 of 10 than the depth assumed to provide no significant contribution to alfalfa growth. Measurements taken at the start of each month will determine the necessary reduction in credit to be applied during the following month. The applicant may use another methodology upon review and approval by the State Engineer and Division Engineer. Depth to Ground Percent Reduction in CU Credit' Water (Feet) Native Grass Alfalfa 1 85% 100% 2 50% 90% 3 30% 75% 4 20% 50% 5 15% 35% 6 10% 20% 7 15% 8 0% 10% 1. Adapted from EVAPOTRANSPIRATION AND AGRONOMIC RESPONSES IN FORMERLY IRRIGATED MOUNTAIN MEADOWS, South Park, Colorado, March 1, 1990; Revised September 1, 1991 15. This substitute water supply plan smay be revoked or modified at any time should it be determined that Injury to other vested water rights has or will occur as a result of this plan. Should this supply plan expire without renewal or be revoked prior to adjudication of a . permanent plan: for augmentation, all use of ground water must cease immediately. 16. If reclamation of the mines at the .gravel pit sites included in: this SWSP produce a permanent water surface exposing groundwater to evaporation, an application for a plan for augmentation must be filed with the Division 1. Water Court at least three years prior to the completion of mining to include, but not be limited to, :long-.term evaporation losses. If a lined pond results after reclamation, replacement of lagged depletions shall continue until there is no longer an effect on stream flow. 17 , Dewatering at the Carbon Valley Pit, Flinn Valley Pit, and Firestone Pit will produce delayed depletions to the stream system. As long, as the pits are continuously dewatered, the water returned to the stream system should be adequate to offset the depletions. However, once dewatering at the sites cease, the delayed depletions must be addressed. A plan that specifies how the post pumping dewatering depletions (including refilling of the pit) will be replaced, in time, place and amount along with the evaporation from groundwater exposed at the sites after the dewatering stops was presented in the proposed plan: 18. The monthly volume of water pumped for dewatering operations must be recorded through a totalizing flow meter and shown on the submitted accounting sheets, 19. Water shall not be impounded in any fined reservoirs except pursuant to lawful diversions allowed by statute or decree. At all other times, all inflow of water Into the reservoirs from any source, including precipitation and ground water inflows, shall be removed by the applicant. The water may be removed from within the lined area and returned to the stream system through surface flow or ground water recharge without need for replacement, so long as the operator does not put the water to beneficial use. 20: In accordance with amendments to §25-8-202(7), C.R.S. , and "Senate Bill 89-181 Rules and Regulations" adopted on February 4, 1992, the State Engineer shall determine whether the substitute supply is of a quality to meet requirements of use to senior appropriators. As such, 44 Mr, Rick Parsons, P.E. February 27, 2014 L. G. Everist Combined SINSP Page 10 of 10 water quality data or analysis may be requested at any time to determine if the water quality is appropriate for downstream water users. 21 . The decision of the state engineer shall have no precedential or evidentiary force, shall not create any presumptions, shift the burden of proof, or serve as a defense in any pending Water court case or any other legal action that may be initiated concerning, this plan. This decision shall not bind the state engineer to act in a similar manner in any other applications involving other plans, or in any proposed renewal of this plan, and shall not imply concurrence with any findings of fact or conclusions of law contained herein, or with the engineering methodologies used by the Applicant. if you have any questions concerning this approval, pieate contact loana Comanlciu in Denver at (303) 866-3581 or Dean Santistevan in Greeley at (970) 352-8712, Sincerely, be 7itulttn__ tie us ,A.4-1 --F6:7 ,/ (. Jeff D atherage, RE. thief Water Supply Attachments: Tables 6 through 15 Star Water Resources Pre 81 Map . Augmentation Station Map Dry;-up ,Agreements Administration Protocol — Augmentation Plan Accounting, Division 1 — South Platte River cc: Dean Santistevah, Assistant Division Engineer, Div lAccountingc state.dotus. (810 9th Streets 2"ci Floor, Greeley, Colorado 80831; 970-3.52-8712) Shera Sumerford, District 5 Water Commissioner, Shera.Sumerfordt stdte:co,us (1417 25`"'Avenue, Greeley,.Co 80$34, (970) 352-5558) Bill 'Schneider, District 2 Water Commissioner, Y\ liia.:Schneider@state:co;us_(810 9w Street, 2"d floor, Greeley, Colorado 80631 , 970-352-8712) Mark Simpson, Water Commissioner District 3; Mark,Sirripsonstate co,us 951 Wheatridge Cir,, Loveland, CO 8053.7; (910) 4209588 Division of Reclamation Mining and Safety JD/JMW/ldc-Lohmann, Rinn Valley, Firestone, Ft Lupton, Lupton Meadows & Felt (14-15),docx 45 RECEIVED DEC 1 $ 2015 U, z C C N N N O a, ID r� r lD N r r N N M M Y 'tjJMER RESOLINGE`S s, r STAN ENGiNEEA cc.' r LI,, CO co NI- Co 0 r N N r tb CO V r M c'1 O h N Ql N h to V �' vi z Uj V er Y h N O .- N O t\ r ID a 1l" N .7 •- N O O N a N O COW -_ v7 W 71 1� co a fV . y ' 1 . 0 .� a` ch0 n 4In CDr010.) 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Li w t .4 or or C 40 N le 44. • ' .1!.� - - ..�.�_ r 1•rV •~ % N N ? Ir ♦ e G Cll 'MIS 21 '� 1 0 • i. 0 r- fla N /y F! I?, Ft i H - � b a " �' 3 �, r caGOtt CS° COMMITMENT OF WATER SUPPLY Eaassout toston- siincoLo L.G. Everist, Inc. hereby commits the following ditch shares pursuant to the January 2014 to December 2015 Substitute Water Supply Plan for the Carbon Valley Resource (M-01 - 017). Rinn Valley Resource (M-97-093 ), Firestone Gravel Resource (M-96-052), Fort Lupton Sand and Gravel (M-99- 120) and Star Water Resource (M-97-522): 2014 Irrigation Season - One ( 1 ) Rural Ditch share and one ( 1 ) Lupton Bottom bitch share 2015 Irrigation Season One ( I ) Rural Ditch share and one ( I ) Lupton Bottom Ditch share This commitment evidences the dedication of a renewable supply pursuant to the requirement provided by the State Engineer's Office. This commitment shall remain in full force and effect during the term of said Plan. In WITNESS THEREOF, the undersigned has executed this document the _Zgcl day of November 2013 .gets 'RD eee..artr L.G. Everist, Inc.QiByttrudesi • _ Jim Sinner, Mountain Division Project Engineer STATE OF COLORADO COUNTY OF Laz- w Acknowledged before me this obit day of Alve:mber 2013 by Jim Sinner as Mountain Division Project Engineer for L.G. Everist, Inc. Witness my hand and official seal. r My commission expires 0 a// f,/a0 Up • , 1....) ' � �` MI 4/.. Notary Public . ° Mel . t •w..• 56 a -- •- R ....r. „..„'-..!... ... -...leir--- . 1 :lt •lI . 4- T to aC Je • , : ' ‘1 —� .9. . . . ...........H, swirl -, i . ) .dr. • - der e....:5,.$ Li: - - • • "' 4 RECEIVE( y. .,�... • , •, , n a Art I MEC 1 3 1011 • r • 'lir HATER aEsouRO - 1 STATE ENOt EI 1 Luton Bottom Ditch East Lateral COLO , IL ; . �.k jt a ! I t t.tipton 'Reser'Reservoir] J _ /F 1 glifilini. 1 `a,tH ! . gli k Ii\b , 1 i 4", MD A Ile 4 .11\4444k4 t 0 r -Al tt �� 'c { -' • III\ • 4 • as • \1 : ' ë:! _ ., µ WP 1. -, .a.\ 4 . II i 0 _Oft, 4 . • 4. di\ 4. • i it " 4. �- , l ,r ,eat • laiall The area within the Fort Lupton Pit permit area (S1/2 NW 1/4 S30 T2N R66W) represents a portion of the area historically irrigated with L G Everist's 2.25 Lupton Bottom Ditch shares. The permit area will be dried up for the entire period of the L.G. Everist Multiple Pit SWSP renewal (January 2014 through December 2015 period, per renewal request letter dated November 27, 2013) and for water years 2016 and 2017 during which time lagged depletions to the South Platte River are estimated to exceed 1 ac-ft. This commitment evidences the dry up of a p• • • • •1 the historically irrigated land for both the 2014 and 2015 irrigation seasons. This signed document shall serve as the v mien notsfi•:lion for son 2014,artt pang 2015 and the confirmation for fail 2014 and fall 2015 of the area to be dried up. )) ' Jar s A. Sittner. Mountain Division Project Engineer t 57 1 ir lifr� ,! .4 w �..&At: a I . Qii illism.....,... . • • j '"' RECD I r : :11% .4 ) lilt:. 71 I l % l k ,�.,. tom; A,.�It - DEC 13 rail V ergo r a�.�r _ _ _ i, y ti.�ic- ! _ J •- • WATER R£8OU l t - - SLATE M4 �- ti cot-o 1 ...,e4 ts? :ry: it- , - � _me ... 1 A. ._ _ a 4 i - ~s tRinn Valley ' i •I ;Resource Ns , . ' J, 1O;e. 1 On-farm Lateral 2=3_ I _ . ' • - yVII( 1 _ instill- ,. '� Eawar `� -r 1 yi J to 1�C1 ? 1 • 1 - r ,.ire e . 0At . • :• i / . * c Cs- . 1 CIS.Si gritittis.._ s e • 1tall a -"' r + te • .+ «.. 4 ' • ' nr y g I 2. \ / •-1 .. 1-' agalre .-ill 41//1121: * . I - , i ` .., . f ti • NORTH . .._ fr it-, ... 4 , ace . a . . .. ' ' V r i. i . . J__ r • d :3 ' S ' I - c F_ ' _ :c . . - The area within the Rinn Valley Pit permit area (SW1/4 and W1/2 SE1/4, both of SW T2N R68VV) represents a portion of the area historically irrigated with L.G. Everist`s 7.04 Rural Ditch shares. The permit area will be dried up for the entire period of the L.G. Evenst Multiple Pit SWSP renewal (January 2014 through December 2015 period, per renewal request letter dated November 27, 2013) and for water years 2016 and 2017 during which time tagged depletions from the St. Vrain pits are estimated to exceed 1 ac-ft. This commitment evidences the dry up of a • , • • le historically irrigated land for both the 2014 and 201 irrigation seasons. This signed document shall serve as the % ntten notifir . Uon for spin' 2014 spring 2015 and the confirmation for fail 2014 and fall 2015 of the area to be dried up. Z -- James A. Sittner, Mountain Division Project Engineer 58 r i._ • • a T. Siphon L., lurne . _s_ 1 ) 694,ar Siphon i 4867 * i .� .a. • __al I \\./ (----- - ii .2/ • � b ,. --.., _ ,ii i___. 4 .1/4emt t / \ I\ / 'ti /� ~ter � '�> i 1 \ �`�) ( • tt II Pr- rtr/fir,••~'~ • , p \t\f ( 1/2rtrlcairie4 -- I) Ili (Ci2t' 4 I h‘N-S45/01/ . i \ isc 0 . et V c ( I 11 \ i . " _ a ` 0 Meadows West NW to LDC - 4 miles to SPR 1 S25 • . i-- i. k, 1. le I,-<:.---- IT0020N0660VV1 { a • o t ' Oa. I 7 1 . x a/ f 1 N., iris . O : \\_,„%i I • a Meadows West SE to LDC - 4.5 miles to SAR r I r I\ /// 1 CP k 0 rte / itisSic•-.—aaerir eS\ i 1 n‘ a 1 r I 59 s \. ile Exhibit H - WILDLIFE INFORMATION This information is unchanged . Exhibit I - SOILS This information is unchanged . Exhibit J - VEGETATION This information is unchanged . EXHIBIT K - CLIMATE This information is unchanged . 60 EXHIBIT L RECLAMATION COSTS (Revised 05/12/15) This reclamation cost estimate in based on the assumption that no more then 180 acres will need some form of reclamation at any one time . Of this 180 acres , 110 . 31 acres would be future reservoir area , 61 . 38 acres would be stripped , partially mined or partially reclaimed area and the remaining 8 . 31 acres would be roads and setback along the ditch and creek . In this estimate we would have to complete bank backfilling and compacting on 11 , 493 linear feet at 23 . 15 cyd/ linear ft . This estimate is based on the current status at the mine and includes resoiling and revege - tating Phase 4 as shown on the Reclamation Plan Map . The esti - mate covers the mine at its greatest point of disturbance , which is now . This means that 305 , 972 cubic yards of sloping material will be needed to build reservoir slopes and 36 , 619 yards of topsoil will be spread on the area to be reclaimed . We would also have to grade and shape 44 . 90 acres of seed bed area and revegetate 61 . 38 ac . ± . The amount of topsoil that will be re - spread is based on an average of 6 inches . The revegetation cost figure includes fertilizer , grass seed , mulch and drilling costs . We have included the cost to demolish 100 yards of concrete foundations of the Concrete plant , a scale / scale house and the processing plants . A 627C Cat motor scraper or similar equipment will be used to resoil the area and a 140G Cat motor grader or similar equip - ment will be used to shape the seed bed , and the resoiled areas . A D8N Cat dozer or similar equipment will be used to reconstruct the compacted liner on the perimeter of the lake areas . We also rounded the pumping time to the next day and used 72 , 300 gal / day as a transmissivity number to figure inflow from the aquifer . These figures are then used in the calculations for the bond amount . The tables below outline the various areas of disturbance at that the time described above . RECLAMATION ACTIVITY I AREA (UNITS AC., LFT, YDS OR PIECES) Phase 1 Phase 2 Phase 4 TOTALS RESOIL (ac) 20.86 9.65 14.39 44.90 REVEGETATE (ac) 20.86 26.13 14.39 61 .38 DEWATER (ac) 23.70 76.05 10.56 110.31 LAKE SLOPE CONSTRUCTION (Lit) 2,670 5,990 2,833 11 ,493 LAKE SLOPING COMPLETE (Lit) 575 3,000 NA 3,575 LAKE AREA (ac) 23.70 76.05 10.56 110.31 CONCRETE DEMOLITION (yds) 35 65 0 100.00 ROADS (ac) 2.90 1 .65 1 .59 8.31 61 EXHIBIT L RECLAMATION COSTS (cont) DATA EXPLANATION QUANTITY UNITS Soil depth 6.00 ! Inches Lake bank sloping unit cut/fill 23 cy/Ift Lake bank slope reconstruction 11 ,493 'ft Dewatering and Bank Slope 173 days reconstruction time — Weed control costs $5,000.00 _ Per year DEWATERING DATA Description AMOUNT UNITS Area 100% of lake depth 110.31 acres Average depth 15.00 feet length of 3:1 slopes 4,925 feet length of %:1 slopes 11 ,493 feet Unit volume of water on 3: 1 slopes 337.50 cft/Lft Unit volume of water on 1/2:1 slopes 56.25 cft/Lft Gallon conversion factor 7.48 gal/cft Transmissivity # 72,300 gal/day Pump rate minimum 6,000 gpm CALCULATED VOLUMES AND TIMES Slope water volumes 3:1 slope capacity 12,433, 162 gal 1/2 : 1 slope capacity 4,835,680 gal 100% depth 539,250,435 gal Total pumping volume 556,519,277 gal Pumping time Dewater lake 64.41 Days Slope construction time 106.67 Days Recharge factor for inflow during slop- 1 .43 Days ing time and Dewatering TOTAL PUMPING TIME* 173.00 Days 'NOTE: pumping time rounded to next full clay 62 EXHIBIT L RECLAMATION COSTS ( cont ) ESTIMATED UNIT COSTS FOR RECLAMATION ITEMS: Unit Cost 1 . Revegetation includes grass seed mix , mulch and fertilizer and labor to drill . . . . $ 1 , 000 . 00 /AC . 2 . Re - spreading soil and/ or growth media with 627-E MOTOR SCRAPER, HAUL DISTANCE LESS THAN 900 . . . 55 . 2 /YD3 3 . Grade and shape seed beds , 140G motor grader . $ 59 . 54 / ac 4 . Pumping costs includes , full service rental of self contained pump , fuel , maintenance and servicing daily . . . . . . . . . . . . $ 166 . 67 / day* * 5 . Backfill side slopes , D8N Dozer push distance less than 250 feet . . . . . . . . . . . . . . . . . 63 . 7 /YD3 6 . Demolition & on - site disposal . . . . . . . . . $ 7 . 00 /Yd . 7 . Secondary Revegetation seeding only . . . . $ 1 , 000 . 00 /Ac RECLAMATION COSTS 1 . Revegetation , 61 . 38 ac @ $ 1 , 000 . 00 / ac $ 61 , 380 . 00 2 . Resoiling , 36 , 219 yd3 @ 55 . 2 /yd3 19 , 993 . 15 3 . Grading and shaping 55 . 46 ac . @ $ 59 . 54 /ac 2 , 673 . 16 4 . Dewatering , 173 days @ $ 166 . 67 /day 28 , 833 . 33 5 . Backfill and compact slopes slopes , 266 , 063 yd3 * 1 . 15 @ 63 . 7 /yd3 194 , 902 . 09 6 . Demolition & on - site disposal 100 yds@ $ 7 . 00 /Yd . 700 . 00 7 . Secondary revegetation 61 . 38 ac x 25 % x $ 1 , 000 . 00 /ac 7 , 672 . 50 8 . Weed control costs 5 , 000 . 00 Net Total $ 321 , 154 . 23 Indirect costs Mobilization 3 , 574 . 14 Insurance , Bond , & Profit 43 , 420 . 05 10 . Administration costs 18 , 228 . 71 TOTAL ESTIMATE $ 386 , 377 . 15 RECOMMEND BOND BE SET AT $387, 000. 00 EQUIPMENT LISTED IN THIS ESTIMATE IS USED FOR THE CALCULATIONS AND SIMILAR TYPES MAY BE USED IN THE ACTUAL RECLAMATION ACTIVITIES AT THE MINE . SOURCE OF FIGURED USING , CAT HANDBOOK #38 AND RENTAL COSTS FROM MEANS FOR 83% EFFICIENCY , FOR EASTERN COLORADO * * ESTIMATE FOR SERVICES FROM RAIN FOR RENT, FT . LUPTON , CO ( 970 ) 535-4963 63 EXHIBIT M OTHER PERMIT AND LICENSES 1 . An Air Pollution permit in place ( 98WE0162F ) . 2 . A Use by Special Review permit from Frederick was approved for this use on November 24 , 2010 , Case # 2nd AMUSR 84O . 3 . This is a open pit operation and ground water is exposed . The well permit ( # ) 75968 - F and the temporary supply plan expiration date is December 31 , 2O15 have been approved for the mine . 4 . A dredge fill permit ( 4O4 ) is not required at this time because waters of the U . S . will not be impacted . If wetland areas are mined we will obtain the necessary permit . 5 . A Storm Water Management Plan ( SWMP ) exists for the mine and the mine is dewatered under an approved CPDS permit ( COG500339 ) . 64 Exhibit N SOURCE OF LEGAL RIGHT TO ENTER L.G. Everist, Inc., is now the owner of the area being amended. A copy of the deed is attached for the file. 65 324 11111111111111111 IIIII 11111111111111111 lit 11111 Ills 1111 3218324 09/13/2004 03:07P Weld County, CO 1 of 2 R 11.00 D 335.00 Steve Moreno Clerk & Recorder SPECIAL WARRANTY DEED THIS DEED, .Made this 1.0th day of September , 2004 , ►i' /L4 h(f ,104 between Phillip E . Camenisch Cie 'f"-2- - _ cc tt of the County of Weld and State of Colorado grantor(s), arid U . G . Everist , Incorporated, an Iowa Corporation whose legal address is 7321 E . 88th Avenue Suite 200 , Henderson, CO 80640 of the County of Weld and Stale of Colorado , gantee(s): WITNESSETII, That the grantor(s), for and in consideration of the sum of THREE MILLION THREE HUNDRED FIFTY THOUSAND AND NO/ 100-- - - - - - - DOLLARS, ($3 , 350 , 000 . 00 ), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee(s), his heirs and assigns forever, all the real propel ty together with improvements, if any, situate, lying and being in the County of Weld , and State of Colorado. described as follows: See Exhibit "A " attached hereto and incorporated herein . tO 5O4, also known bysu•cet and number as 10540 Weld County Road 7 , Longmont , CO 80504 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining. and the reversion laid reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the gr-uitor(s), either in law or equity, of, in and to the above bargained piernises, with the hei editaments and apput tenances. in HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the g antee(s), 'r; , heirs and assigns forever. The grantor(s), for himself, his heirs and personal representatives or successors, does covenant :,rJ f agree that he shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peace::,xc �a n, possession of the grantee(s). his heirs and assigns, against all and every person or persons claiming the whole or any part the;:of, by, through or under the grantor(s). '1/4A t �`, The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. 'fNE.'+S WHEREOF. the grantor(s) has executed this deed on the date set forth above. 1 TIrgir N " (RN. �1 O Cs. STATE OF COLORADO ) )ss. COUNTY OF WELD • The foregoing instrument waS acknowledged before me this 10th day of September , 2004 , by Phillip E . Camenisch My Commission cxpi ,„b; �5\ 2006 Witness my hand • d official segal. c.) O ;••. ,usoch;o f Notary�ublirY Susan E . Gram �a #mo i"3g SPECIAL WARRANTY DEED (yza • I�IOA .• ', ott�'' 66 nit it UO24565A04 I III 11111 VIII liii 1111111 ILU111lty 1 III nil tm 3218324 fl"sZ2et%;erkR 11 .00 D 3 3 Recorder EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Parcel I : The Southwest Quarter of Section 10, Township 2 North, Range 68 West of the 6"' P.M., County of Weld, State of Colorado. Parcel 2: The West 'A of the Southeast Vi of Section 10, Township 2 North, Range 68 West of the 6th P.M., together with an easement for road purposes only for ingress and egress over and across the following described property: The North 30 feet of the Northeast ''A of the Southeast ''/, of Section 10, Township 2 North, Range 68 West of the 6'h P.M., County of Weld, State of Colorado. INCLUDING, WITHOUT LIMITATION, all sand, aggregate, stone and gravel, and any and all other valuable solid minerals lying in, on and under the said Property. BUT EXCEPTING THEREFROM, any hydrocarbon minerals such as coal oil, gas and associated hydrocarbons lying in, on and under the Property. 67 ei 1 . Exhibit 0 OWNERS OF RECORD SURFACE AREA AND SUBSTANCE TO BE MINED L . G . Everist , Inc . 7321 E . 88th Ave , Suite 200 Henderson , CO 80640 ADJOINING LANDOWNERS ( within 200 feet ) Temperature Processing CO , Inc Reese & Reese & McCulloch 10477 County Road 7 74 Whitehall Rd Longmont , CO 80501 - 5442 Rockville Centre , NY 11570 Kirk L & Ramona M Hollenbeck Chuck Larson Living Trust 10003 County Road 7 10758 County Road 7 Longmont , CO 80504 Longmont , CO 80504 - 9460 Richard C , Grace L & Phillip E . Camenisch Joseph A . Koldeway Po Box 561 10465 County Road 7 Johnstown , CO 805340561 Longmont , CO 80504 William Edward & Margaret Donald J Koldeway Kobobel 10565 County Road 7 7909 County Road 5 Longmont , CO 80504 Longmont , CO 80504 Timothy F Palermo John T & John Thomas Copper 10365 County Road 7 9998 County Road 7 Longmont , CO 80501 Longmont , CO 80504 - 9463 Shirley J & William L Silvers Lighthouse Cove Homeowners Asso 10608 Cr 7 2185 Pinedrop Ln Longmont , CO 80501 Golden , CO 80401 S t Vrain Valley S chool District Re - 1J 395 S Pratt Pkwy Longmont , CO 80501 - 6499 River Valley Village Mobile Home Park 40 Fabian Vasquez , Mario 41 Barbara Wilder Hernandez - Servin , 10910 Turner Blvd Lot 200 & Rocio Mondragon - Lopez Littleton , CO 80120 10910 Turner Blvd Lot 199 Longmont , CO 80504 42 Aldo Caraveo 10910 Turner Blvd Lot 201 Longmont , CO 80504 68 Exhibit O OWNERS OF RECORD (cont) Idaho Creek Subdivision 14 Idaho Creek Homeowners Assn C/O Hammersmith Management 1 Kristin A Dionigi 5619 Dtc Pkwy Ste 900 10446 Butte Dr Greenwood Village , CO 80111 Longmont , CO 80504 15 Rachele A & Caleb D Holt 10420 Butte Dr 2 Michael J Romeo Longmont , CO 80504 10444 Butte Dr Longmont , CO 80504 - 6453 16 Alise Watkins 10418 Butte Dr 3 Jennifer J Sandbach Firestone , CO 80504 10442 Butte Dr Longmont , CO 80504 18 Karen & Ken Adams 10416 Butte Drive 4 Carlos A Ramirez Longmont , CO 80504 10440 Butte Dr Longmont , CO 80504 18 Michael G Wilson 10414 Butte Dr 5 Mina , & Purna K Shrestha Longmont , CO 80504 10438 Butte Dr Longmont , CO 80504 19 Todd A Binns 9278 Melborne Ct 6 Amanda Rivera & Matt Martinez Parker , CO 80134 10436 Butte Dr Longmont , CO 80504 20 John L Schomer 9304 W 75th Way 7 Sara A Gossman Arvada , CO 80005 - 4154 10434 Butte Dr Longmont , CO 80504 21 Robert & Deeann Hampton 10408 Butte Dr 8 Chad G Lewis Longmont , CO 80504 10432 Butte Dr Longmont , CO 80504 22 Matthew S & Michelle D McDermitt 10406 Butte Dr 9 Jennifer Jaynes Longmont , CO 80504 N 10430 Butte Dr Longmont , CO 80504 23 Marietta & Donald Chapman 11818 Billings Ave 10 Rebecca A . Kohler Lafayette , CO 80026 10428 Butte Dr Longmont , CO 80504 - 6453 24 Preston M Kunkel 10402 Butte Dr 11 Jeffrey Beau Giggey Longmont , CO 80504 10426 Butte Dr Longmont , CO 80504 - 6453 25 Terri M Gerber Living Trust 4405 Bella Vista Dr 12 Amanda Froman Longmont , CO 80503 10424 Butte Dr Longmont , CO 80504 26 David B . & Kathryn E Befus 10569 Butte Dr 13 Thomas W . & Sharon Dixon Longmont , CO 80504 - 5758 7709 Crestview Ln . Longmont , CO 80504 69 Exhibit O OWNERS OF RECORD (cont) 27 Marcia J Maestas - Cahill & 34 Steven Merrick Steven R Cahill 10427 Butte Dr 10403 Butte Dr Longmont , CO 80504 Longmont , CO 80504 35 Justina Sanchez 28 Alfonso Ernesto Mejia Cantor 10429 Butte Dr 10405 Butte Dr Longmont , CO 80504 Longmont , CO 80504 - 6453 36 Alonso Antillon Jr . 29 Bruce A & Cheri L Andersen 10431 Butte Dr . PO Box 765 Longmont , CO 80504 Firestone , CO 80520 37 Cody T Bush 30 Lynette D Sparks 10433 Butte Dr . 10409 Butte Drive Longmont , CO 80504 Longmont , CO 80504 38 Andrew F Dolan 31 Ilene C & Robert H Mortenson 10435 Butte Dr 350 Allegheny P1 Longmont , CO 80504 Colorado Springs , CO 80919 - 1119 39 Zachariah P Chavez & 32 Amanda K Ascioti & Sonia Hernandez Christopher W Maddox 10437 Butte Dr 10413 Butte Dr Longmont , CO 80504 Longmont , CO 80504 - 6453 33 Charles & Rikki McKibbin 10425 Butte Dr Longmont , CO 80504 OIL, GAS AND OTHER MINERAL LEASES OF RECORD Anadarko ( dba Kerr -McGee ) & Panhandle Eastern Pipeline CO . 1099 18th Street Suite 1800 Denver , CO 80202 - 1918 RECORDED ROW's (within 200 feet) Anadarko ( dba Kerr -McGee ) & Rural Ditch Company Panhandle Eastern Pipeline CO . 735 Bowen 1099 18th Street Suite 1800 Longmont , CO 80501 Denver , CO 80202 - 1918 Left Hand Water District United Power P . O . Box 210 P . O . Box 929 Niwat , CO 80544 18551 E . 160th Ave Brighton , CO 80601 - 8519 St . Vrain Sanitation District 11307 Business Part Circ . Century Link (Qwest ) Firestone , CO 80504 1801 California St , Suite 1160 Denver , CO 80202 Union Rural Electric United Power 500 Corporate Way Brighton , CO 80603 70 Exhibit P MUNICIPALITIES WITHIN TWO MILES Town of Frederick P . O . Box 435 Frederick , CO 80530 ( 720 ) 382 - 5500 Town of Firestone P . O . Box 100 Firestone , CO 80520 ( 303 ) 883 - 3291 City of Longmont 350 Kimbark St . Longmont , CO 80501 ( 303 ) 476 - 6050 Town of Mead P . O . Box 626 Mead , CO 80542 ( 970 ) 535 - 4477 71 EXHIBIT Q NOTICE TO COUNTY COMMISSIONERS NOTICE OF FILING FOR COLORADO MINED LAND RECLAMATION PERMIT FOR REGULAR ( 112 : CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS L . G . Everist , Incorporated ( the "Applicant / Operator" ) has ap - plied for an amendment to their Rinn Valley Resource regular ( 112 ) reclamation permit ( M - 1997 - 093 ) from the Colorado Mined Land Reclamation Board ( " the Board " ) to conduct an extraction of construction materials operation in Weld County . The attached information is being provided to notify you of the location and nature of the proposed operation . The entire application is on file with the Colorado Division of Reclamation , Mining & Safety ( " the Division " ) and the local county clerk and recorders of - fice . The applicant proposes to reclaim the land as Developed Water Storage . Pursuant to C . R . S . 34 - 32 . 5 - 116 ( 4 ) ( m ) , C . R . S . , the Board may confer with the local Board of County Commissioners before approving the post - mining land use . Accordingly , the Board would appreciate your comments on the proposed operation . Please note that , in order to preserve your right to a hearing before the Board on this application , you must submit written comments to the application within twenty ( 20 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( 10 ) , C . R . S . If you would like to discuss the proposed post - mining land use , or any other issue regarding this application , please contact Division of Reclamation , Mining & Safety , 1313 Sherman St . , Room 215 , Denver , CO 80203 , ( 303 ) 866 - 3567 . L . G . Everist , Incorporated . ( 5 / 15 / 2015 ) Hand Delivered 72 EXHIBIT Q (cont.) NOTICE TO SOIL CONSERVATION DISTRICT NOTICE OF FILING FOR COLORADO MINED LAND RECLAMATION PERMIT FOR REGULAR ( 112 ) CONSTRUCTION MATERIALS EXTRACTION OPERATIONS NOTICE TO THE BOARD OF SUPERVISORS OF THE LOCAL SOIL CONSERVATION DISTRICT LONGMONT DISTRICT L . G . Everist , Incorporated ( the "Applicant /Operator" ) has ap - plied for an amendment to their Rinn Valley Resource regular ( 112 ) reclamation permit ( M - 1997 - 093 ) from the Colorado Mined Land Reclamation Board ( " the Board " ) to conduct an extraction of construction materials operation in Weld County . The attached information is being provided to notify you of the location and nature of the proposed operation . The entire application is on file with the Colorado Division of Reclamation , Mining & Safety ( " the Division " ) and the local county clerk and recorders of - fice . The applicant proposes to reclaim the land to a Developed Water Storage . Pursuant to C . R . S . 34 - 32 . 5 - 116 ( 4 ) ( m) , C . R . S . , the Board may confer with the Board of the local Soil Conservation District before approving the post - mining land use . Accord - ingly , the Board would appreciate your comments on the proposed operation . Please note that , in order to preserve your right to a hearing before the Board on this application , you must submit written comments to the application within twenty ( 20 ) days of the date of last publication notice pursuant to Section 34 - 32 . 5 - 112 ( 10 ) , C . R . S . If you would like to discuss the proposed post - mining land use , or any other issue regarding this application , please contact Division of Reclamation , Mining & Safety , 1313 Sherman St . , Room 215 , Denver , CO 80203 , ( 303 ) 866 - 3567 . L . G . Everist , Incorporated ( 5 / 15 / 2015 ) Hand Delivered 73 EXHIBIT R PROOF OF FILING WITH COUNTY CLERK AND RECORDER May 15 , 2015 Weld County Clerk to the Board Board of County Commissioners Office 915 Tenth St . Greeley , Colorado 80631 Re : Amendment of a Mined Land Reclamation Permit Dear Sir/Madam : We are delivering to you herewith , an amendment to our approved permit application for the Rinn Valley Resource ( permit # M - 1997 - 093 ) operated by L . G . Everist , Incorporated . Two copies of the amendment application are on file with the Division of Reclamation , Mining '& Safety . This copy of the amendment application is delivered to you pursuant to 34 - 32 . 5 - 112 ( 9 ) ( a ) , Colorado Revised Statutes 1995 , as amended , which states in part : .... the applicant shall place a copy of such application for public inspection at the office of the Board and Office of the County Clerk and Recorder of the county in which the affected land is located. This book must be kept for public review until the amendment has been approved by the Division . We will contact you once it is and make arrangements to pickup this copy . Please acknowledge receipt of the copy of the permit amendment by signing in the appropriate space provided below and returning one copy of this letter to the person delivering the book . This will be submitted to the Division of Reclamation , Mining & Safety to prove the amendment book was delivered to your office . Yours truly , ENVIRONMENT , INC . Stevan L . O ' Brian enclosure RECEIVED THIS DAY OF , 2015, one copy of an application amendment packet for above referenced mine. Weld County Clerk to the Board By 74 EXHIBIT S PERMANENT AND MAN -MADE STRUCTURES The following list reflects the structures on or within 200 feet of the entire permit area . If an adjoining owner is not listed then they have no structures within 200 ft of the permit area . Some of these structures are next to areas where mining and reclamation is complete and will not be disturbed by future operations . Some were placed within 200 feet of the permit area after the permit was approved . L . G . Everist , Inc . has signed structure agreements with others . NOTES 1 . * Structures marked thus were installed after permit was approved in 1997 and therefore encroached into the 200 foot setback . 2 . # Structures marked thus are in areas where mining has ended or are not within 200 feet of mining line . 3 . Bolded names denote existing structure agreements in Divi - sions file . Rural Ditch - irrigation ditch# Richard C , Grace L & Joseph A . Koldeway Anadarko ( Kerr-McGee ) House# , wire fence# 17 gas wells# , 11 oil tanks# , 3 water tanks# , 4 burners# , Timothy F Palermo 6 gas separators# , gas feeder Block barn# , Wood shed# , fence# lines# Lighthouse Cove Homeowners Assoc . Century Link fence# , brick wall * # communication lines John T & John Thomas Copper Union Rural Electric/United Power house# , fences# , 2 sheds# , garage# power lines Phillip Camenisch Left Hand Water District fence *# Water line* L G Everist Inc . St . Vrain Sanitation District ditch diversion headgate , Sewer line * 4 strand wire fences around mine ( 4 sides ) Service Gas Company high pressure gas line* Weld County Public Works WCR 7 , WCR 7 . 5 * # , Donald J Koldeway Butte Dr . * # & Lower Highland Rd . * # House# , Garage# , wire fences# Property owners within the Idaho Creek Subdivision built after 2003 1 Kristin A Dionigi 5 Mina & Purna K Shrestha House * House * , shed* 2 Michael J Romeo 6 Amanda Rivera & Matt Martinez House* House * 3 Jennifer J Sandbach 7 Sara A Gossman House * House * 4 Carlos A Ramirez 8 Chad G Lewis House * House * 75 EXHIBIT S PERMANENT AND MAN-MADE STRUCTURES (cont) 9 Jennifer Jaynes 24 Preston M Kunkel House * House * 10 Rebecca A . Kohler 25 Terri M Gerber Living Trust House* House * 11 Jeffrey Beau Giggey 27 Marcia J Maestas - Cahill & House * Steven R Cahill House* # 12 Amanda Froman House * 28 Alfonso Ernesto Mejia Cantor House * # 13 Thomas W & Sharone Dixon House * 29 Bruce A &Cheri L Andersen House *# 14 Idaho Creek Homeowners Assn Wood fence * , chainlink fence * 30 Lynette D Sparks House* # 15 Rachele A & Caleb D Holt House * 31 Ilene C & Robert H Mortenson House * # 16 Alise Watkins House * 32 Amanda K Ascioti & Christopher W Maddox 17 Karen & Ken Adams House* # House * 33 Charles & Rikki McKibbin 18 Michael G Wilson House * # House* 34 Steven Merrick 19 Todd A Binns House *# House * 35 Justina Sanchez 20 John L Schomer House * # House* 36 Alonso Antillon Jr . 21 Robert & Deeann Hampton House *# House * 37 Cody T . Bush 22 Matthew S & Michelle D House * # McDermitt House * 38 Andrew F Dolan House *# 23 Marietta & Donald Chapman House * 39 Zachariah P Chavez & Sonia Hernandez House *# Following structures are in the River Valley Village Mobile Home Park 40 Fabian Vasquez , Mario Hernandez - Servin , & Rocio Mondragon- Lopez ( Lot 199 ) mobile home * # , garage *# 41 Barbara Wilder ( Lot 200 ) mobile home *# , wire fence * # 42 Aldo Caraveo ( * Lot 201 ) Mobile home*# 76 PUBLIC NOTICE PUBLISHED NOTICE OF APPLICATION AMENDMENT FILING FOR A REGULAR ( 112 ) CONSTRUCTION MATERIALS RECLAMATION PERMIT L . G . Everist , Incorporated has filed an application amend- ment to their Reclamation Permit with the Colorado Mined Land Reclamation Board under the provisions of the Colorado Mined Land Reclamation Act for the extraction of construction materi - als . The mine is known as the Rinn Valley Resource ( permit # M - 1997 - 093 ) and is located in part of the SW'/SE1/ and NW'%SE1/ and all of the SWl/ Section 10 , T - 2 - N , R - 68 - W , 6th Prime Meridian , Weld County , Colorado . The date of commencement for this mine was 1998 and the proposed date of completion December 2020 . The proposed future use of the land is Developed Water Storage . Additional information and the tentative decision date may be obtained from the Division of Reclamation , Mining & Safety , 1313 Sherman St . , Suite 215 , Denver , CO 80203 ( 303 ) 866 - 3567 , or at the Weld County Clerk to the Board ' s office , 1150 " O" St . , Greeley , Colorado 80632 , or the above named applicant . Comments must be in writing and must be received by the Division of Minerals and Geology by 4 : 00 p . m . on , 2015 . Please note that comments related to noise, truck traffic, hours of operation, visual impacts, efects• on property values and other social or economic concerns are issues not subject to this Office 's ce 's jurisdiction. These subjects and similar ones, are typically addressed by your local governments, rather that the Division of Reclamation, Mining & Safety or the Mined Land Reclamation Board. L.G. Everist, Inc. Henderson, Colorado First Publication: Second Publication: Third Publication: Last Publication: Published in: 77 NOTICE This site is the location of a proposed construction materials operation known as the Rinn Valley Resource , Permit # M - 1997 - 093 . L . G . Everist , Incorporated , whose address and phone number is 7321 E . 88th Ave , Suite 200 , Henderson , CO 80640 , ( 303 ) 287 - 9606 , has applied for an amendment to a Regular Reclamation Permit with the Colorado Mined Land Reclamation Board . Anyone wishing to comment on the application may view the application at the Weld County Clerk to the Board , Board of County Commis - sioners office , 915 Tenth Street , Greeley , CO . 80631 , and should send comments prior to the end of the public comment period to the Division of Reclamation , Mining & Safety , 1313 Sherman St , Room 215 , Denver , CO 80203 . Certification I , , hereby certify that I posted a sign containing the above notice for the proposed permit area known as the Rinn Valley Resource , on _ , 2015 . Signature Date 78 L . G . EI/ERIST ��Tl� � iCORPORATE OFFICE 300 S. PHILLIPS AVE. • SUITE 200 P.O. BOX 5829 1;19, 7.- ., 6 SIOUX FALLS, SD 57117.5829 PHONE 605-334-5000 FAX 605-334.3656 MOUNTAIN DIVISION 7321 E. 88TH AVENUE • SUITE 200 HENDERSON, COLORADO 80640 303.287-9806 FAX 303289-1348 INERT FILL NOTICE (RULE 3.1 .5(9)) Rinn Valley Resource- M- 1997-093 From time to time over the life of the mine we may import inert materials as defined in Rule 1 . 1 (20), into this mining operation. It will be recycled and sold or used to partially construct the slopes that will be left when mining ends. Some may also be used to backfill portions of the mined area. If courser fill is used it will then be covered with finer material and revegetated where required by the permit. If the material is good dirt we will use it to supplement the topsoil needs for the mined area. Sloping will not be delayed if fill is not available since the fill will supplement material on the site at this time. The exact amount of material to be imported is unknown. We will record the volume imported each year and keep a running total so if needed the Division will know how much and how it as disposed of We will continue to import inert fill until reclamation is complete or we no longer have a source. No specific compaction rates are proposed for the fill. The material usually available contains smaller pieces of concrete, or dirt mixed with the larger pieces of the same material. This makes it very difficult to achieve a specific compaction rate. While we take no action to reach a specific compaction rate, the way the material is placed tends to compact it. We run heavy equipment over the filled area during the filling process and the material is compacted as a result. Stabilization of this fill material is not a concern because of the limited amount used in the slopes and the way it is placed. What voids do remain are usually under large pieces of material and little settling is possible. No structures will be built on the fill, nor will the depth of the fill be so great as to affect offsite lands if settling occurred. 79 RV-DRMS-InertFillNotice-Apr2015.doc • L . G . EVERISr1F, INC . CORPORATE OFFICE ld ;; I 300 S. PHILLIPS AVE. • SUITE 200 P.O. BOX 5829 SIOUX FALLS, SD 57117-5829 BrPHONE 605-334-5000 FAX 605-334-3656 MOUNTAIN DIVISION 7321 E. 88TH AVENUE • SUITE 200 HENDERSON, COLORADO 80640 303-287-9606 FAX 303.289.1346 AFFIDA VIT State of Colorado ) ) SS County of Adams ) Dennis L. Fields, as the Vice President of L.G. Everist, Incorporated, being first duly sworn, deposes and says that the material to be imported into the mining operation known as the Rinn Valley Resource (M- 1997-093) will be inert material as defined in Mined Land Reclamation Board rule 1 . 1 (20) listed below. At no time will material that does not meet this definition be imported to this site. M.L.R.B. Rule 1.1(20) "Inert Material" means non-water soluable and non-putrescible solids together with such minor amounts and types of materials, unless such materials are acid or toxic producing, as will not significantly affect the inert nature of such solids. Terms included, but not limited to, earth, sand, gravel, rock, concrete which has been in a hardened state for at least sixty days, masonry, asphalt paving fragments and other inert solids. By: Dennis L. Fields / es . I Subscribed and sworn before this .9D day of Lil t, -= , 2015, by Dennis L. Fields as Vice President of L.G. Everist, Incorporated. :0 t f•.' T . •. • I / /.� �i1-: :�r '�_,� ,I'/� 't l-�,��•�-1_� `..=j �/,�� 'A, OTAR )"%AP L -7-217-1 f • 41 Notary Public - sign, date and seal n) / _ i: c • •= 9 1 tr./ ynt 0 . ( e pr-//7//iti •.•'q •••....•• �� CO • 80 RV-DRMS-InertFillNotice-Apr2015.doc WEED CONTROL PLAN (original submitted as corrective action in 2010) The approved weed control plan from the original applica - t ion materials ( submitted in October - 1997 , Exhibit E , Reclama - t ion Plan , section titled " Revegetation " ) is simple and adequate and will continue to be used , with some minor updates . The weed control plan from the original permit is as follows : " If a significant invasion of noxious weeds occurs , the area will be mowed periodically for control . Weeds will be mowed before they go to seed during the first growing season . Mechan - ical control will be used as a first priority . Chemical methods will only be used if no other alternative produces acceptable results . " Specific noxious weed species to be addressed are Russian Olive , Tamarisk , and Cheatgrass . Russian Olive and Tamarisk ( aka Tamarix , Salt Cedar ) are in Colorado Noxious Weed List B . Cheatgrass ( aka Downy Brome ) is in List C . The Weld County weed control requirements for these three noxious weeds are as fol - lows : Tamarisk is to be eradicated , Russian Olive is to be controlled or eradicated and Cheatgrass is to be suppressed . L . G . Everist , Inc . will continue to vegetate with the approved grass seed mix , and use mechanical and chemical weed control methods as needed to control and/or eradicate these weeds from the Rinn Valley site . L . G . Everist , Inc . implements a lot of weed control each summer at the Rinn Valley site . Throughout mid - June to late - June we spray all the weeds for a week or two . The week after spraying is done , sprayed areas are also mowed , and any weed tree / shrubs ( Russian Olives , Tamarisk/ Salt Cedars ) are cut down . 81 Delivery receipts 82 9,4% PERMIT/AFFECTED LANDS AREA OWNERSHIP N O,QLApvM.Lp Q ,lilt fah A...Sa.200 N.ar+mmwa O 94 .47:S, AD110itdNS LANDOWNERS(within 200 foe} 0 �'o` IDAHO CREEK HOA !O le rs/.aRR•...rr•gG°,,„ a».hr•M Idaho Crook dldr6Ndoe Cc ,,es... '4iL y0 tad;ed.CAe°°1011.r7 447 ,'w lion*f moo SUBDIVISION CONSTRUCTION STARTED 2004 O/_'1•s 1arpp,,CO,1D601404 O K1146 Ibtloc © Mari Is De lad* c' "F �S OI.A tsars sA 7u .W.aOw aMLL4th 1 NMI leoprnd.C7,00501 £ ATT• CIED LI T FeR eW a NA S p� 1 • .�� AsoIR o6 w.MFO Ma>taSib, Mafhw.. /M1M11 b MOD1400 :'tt4T r.IT 7C.fYdt1•_ t Q ®14410 eA/.N ® wloew Mw Z. u 11li!1:i1Ul�T•)0 '• •" '� ` Anla� Ol Clara rna �r/•oR•m.bo11.1•sl t.q.a..ealosa i SILVERS, WILLIAM L. CHUCK LARSON '"° �' •r . as 0 I 1rAH0 CR££K 2. 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Alaska OWS•n 0q raduMl Ow.r•Sob N.r44AM • 26 1.0 ® 1w.s It.ea ~� ri.11 �/% / a,T 5rrs LICHTklO S� COVEfiR He '' le O'"PER, JOHN T '1 KOBOBEL, WILLIAM, EDWARD, & MARGRET CAMENISCH, PHILLIP E. 7 •1~ 1 f^ \ I,. la 0431 tfli.•Mw LEGEND •• ,. -� PERMIT BOUNDARY/AFFECTED LANDS r. / • STREAM w, 4'4.1.• •- . v t• .. • v ,p • ' : . 200 FOOT LIMIT v ,tea ;••♦, + VF. t. .1..• .4?/ .•;.•. . �; ;• _ RURAL DITCH SEDIMENTATION PONDS(TYP1 :l et:• •1j •'A ••n, ,1: 'n , ----------- COMPMPnuNICATION LINES 'rim ;•• -.No ..se. �- DIRECTION OF N ••'•• .: • a.•.•' a.. OVERHEAD ELECTRIC LINES • BUILDINGS % % SLOPING COMPLETE y'"°"•'43•30•••• • 0 100 200 400 •I . - ^ GAS LINE uS OIL/GAS WELL •" i • SEWER LADE �� WORKING FACE 4• ®MW MONITERIN&WELL �\ ♦; •,.- FENCE •',` +CCl4 . Veale clp�•.b -• WATER LINE U WATER STORAGE RESERWOIR 9 O UVj STRIPPED PARTIALLY MINED SCALE 111=ZOO' rRy3+AaNen ~ ROADS(HAUL,ACCESS)(TYP) 1lt��r•1^` TOPSOIL STOCKPLE /f/ ER OIL 6GAS OPERATION AREAS Map Exhibit C-1 Mining Plan Map REVISIONS: DATE: T ('T • } gi !g Al ,a�bQC • Parts of the SWISS and NW SE4 and all of the AMENDMENTFOR ORIGINAL PERMIT 9/1399 IA L .V . Everisl., Inc. 9 r i ; hi 73 z :m tra PREPARED BY! ENVIRONMENT, INC. t AMENDMENT — RECLAMATION CHANCES 05/`1015 - C 4 In < N I 7923 y,l, . SW4, Section 10, T-2-N, R-68-W of the 6th P,M., RII\TN VALLEY RESOURCE ` 7321 Rat 88th Annul I M•n+Mrsong Colorado 80.410 < to 0 rai ARVADA. CO 80003 O <3031 423-7297 County of Weld, State of Colorado PERMIT # M-1997-093 �.w 11k phonot (303) 217.4181 I hen (303) 289.1341 K1 innow LOwlicr Arb>t.nel r•r. MAY Oa. 2015 - 11:50:40 fi b 1:34. �0-�� LEGEND �QU�ry � IDAHO CREEK HOA ••••• -Yee' < ' -- - PERMIT MIT BOUNDARY/ AFFECTED LANDS t CC LIMIaao SUBDIVISION CONSTRUCTION STARTED 2004 •-sp es - rr - Tr - COMMUNICATION LINES 2 C -> EE AT • C ED LI T F ♦ ' NA S '%4 Q — ray— — OVERHEAD ELECTRIC LINES 111t J,l 1 I role !� k^ r�I•-tt'1 1_� vJt_:1L y 4 --Ir.-/.>-- GASLINE • o SILVERS, SHIRLE M L. CHUCK LJV/NG TRUST � 0 CREEK ;�,�E� ST VRAIN VALLEY SCHOOL DIST. ` ' 1*i . L ,�_ -A F C9 1 j1 c . i i 1 © �i 2 —s--u-- SEWER LINE a �b (y �tLi � iT;/ •{t}U�� AV .'O ® L1� C C�\1 F (j Q 1+ r • 't 0 ' , •.dR?, J�1 , _ 1w r 'A _"v "— WATER LINE C1 ` —,- - - _ ' "; �' —" ROADS (EXISTING) C.) - r [lY= ors .'ftrsrr/r{t' StR -�2ci44J k4�4 4. � t •, ' I .-- N 1�—, FENCE KU el O U r •.!, , ref `snh iisffit]tm a� ' f is .\ 1 • • a al „ Z O ._ 3J 1 4Lltt4 /1Yi0 r � of✓.!>Yri:i�t ja'it /1 : iy y .• +~ti • vf:� 4. 4571--rC.. • i .. •'. f �fJ • ROADS (HAUL, ACCESS) (TYPO M ,% •, • . :>}r i4 4' I -S•.� J.11..�-\ y. , , �tlt -''-..,,._ ' ', �'ilot3 ; f// r\�09- • TOP° CONTOUR • L� p ti. )�W 4, . ,' �; ' it p. •4. '•--------' • •_.. . .�—' STREAM CC (J 4 • r V' l' n • r ,Tfl . . - . . t. L i' .. _-'' en•''F' . '', '\ . v. 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N j%♦ II .,` /" ', •-___I V /// N 011 v.Us ,,. 1. �i I ` .� — — I PAS,N /i ...) \ ,// % t 37-10 -� �" Z Y 1 i — - - — — - - - — t 2 ter-LIGHT OU • T ' IIo" In"wl KOBOBEL, WILLJAM, EDWARD, & MARGRET CAMENISCH, PHJLLJP E. , ` OPTION 2 AREA COVE HO 0/ P£R, JOHN \ W '\ .� N *"-- 0 100 200 400 SCALE 1 "=200' Map Exhibit F e Reclamation Plan Map REVISIONS: DATE: T • {�`{T Parts of the SW SE and NW SE and all of the AMENDMENT ORIgNAI PERMIT 9/7999 j,,,J . �,/ . Everest Inc. X A = th FOR AMENDMENT - RECLAMATION CHANGES S/2015 • m �(! m n T' N PREPARED ay. ENVIRONMENT, INC. SW Section 10 T-2-N R-68-W of the 6th P.M., � VALLEY RESOURCE Be� - 7321 Oast 85th Avenue I N•na•rson, Colorado 00040 I� c a a 2 7985 VPNCL DR., • 205A 1 1 I 130311ARVA ' CO County of Weld, State of Colorado eflV °20X`}7 PERMIT # M-1997-093 ;; phone: (303) 237.060 I Taw (303) 259.1348 N lvl,Kmnantn e_fne�aw lhw n e+ Hello