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Home My WebLink About20180006.tiffLEE AMENDMENT -N. LA POUDRE MINE GRAVEL MINE DRMS 112 PERMIT SUBMITTAL M-2000-144 PREPARED FOR: Bestway Concrete & Aggregates 301 Centennial Drive Milliken, CO 80543 PREPARED BY: Civil Resources, LLC 323 5th Street P.O. Box 680 Frederick, CO 80530 303.833.1416 DATE SUBMITTED TO DRMS: MARCH 20, 2017 RESUBMITTED TO DRMS: MAY 9, 2017 CIVIL ILLS -"URGES, LLC I NC -.IN I I RS & PI ANN I I.?S STATE OF COLORADO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman St, Room 215 Denver, Colorado 80203 Phone: (303) 866-3567 FAX: (303) 832-810 CHECK ONE: CONSTRUCTION MATERIALS REGULAR (112) OPERATION RECLAMATION PERMIT APPLICATION FORM There is a File Number Already Assigned to this Operation Permit # M - Permit # COLORADO DIVISION OE RECLAMATION MINING (Please reference the file number currently assigned to this operation) New Application (Rule 1.4.5) Conversion Application (Rule 1.11) M-2000-144 Amendment Application (Rule 1.10) (provide for Amendments and Conversions of existing permits) SAFETY 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) belo . 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. Applicant/operator or company name (name to be used on permit): Bestway Concrete Company 1.1 Type of organization (corporation, partnership, etc): corporation Operation name (pit, mine or site name): Lee Amendment to North La Paudre Gravel Mine 3. Permitted acreage (new or existing site): 3.1 Change in acreage (+) 3.2 Total acreage in Permit area 4. Fees: 4.1 4.2 4.4 4.5 New Application New Quarry Application Amendment Fee Conversion to 112 operation (set by statute) 5. Primary commoditie(s) to be mined: sand 5.1 Incidental commoditie(s) to be mined: 1. 3. / lbs/Tons/yr 4. gravel / top soil lbs/Tons/yr 7 33 permitted acres acres acres 19.7 52.7 $2,696.00 $3,342.00 $2,229.00 $2,696,00 general fill application fee quarry application amendment fee conversion fee lbs/Tonsyr lbs/Tonslyr 5. lbs/Tons,' fr 5.2 Anticipated end use of primary comrnoditie s to be mined: 3/4" rock for concrete, road base, screened fill p '( ) 5.3 Anticipated end use of incidental commoditie(s) to be mined: ee 6. Name of owner of subsurface rights of affected land: L If 2 or more owners, "refer to Exhibit 0". 7 Name of owner of surface of affected land: Lee 8. Type of mining operation: 9. ve Surface Underground Location Information: The center of the area where the majority of mining will occur: Ty: Weld County PRINCIPAL MERIDIAN (check one): COUN le 16th (Colorado) SECTION (write number): TOWNSHIP (write number and check direction): RANGE (write number and check direction): QUARTER SECTION(check one): QUARTER/QUARTER SECTION (check one): T S19 lr 10th (New Mexico) 6 R 67 n� NE NE Vt NW NW North IT1 South East West SE SE SW SW Ute e GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): 1.92 miles west of Windsor, el: 4795 10. Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) (W) 39O 44' 12.98" 104° 59' 3.87" Latitude N : 40 min 29 sec 31 .23 (2 decimal places) � deg p ) Longitude (W): deg 104 min 56 sec 11 .20 (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude (N) (5 decimal places) Longitude(W) (5 decimal places) OR Universal Tranverse Mercator (UTM Example: 2013 36.3 E NAD 2.7 Zone 13 4398351.2 N UTM Datum (specify NAD27, NAD83 or WGS 84 GS 84 ) Fasting Northing 13 Zone 11. Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Mark Johnson Title: V o Aggregates Company Name: Street/P.O. Box: City: State: Telephone Number: Fax Number: PERMITTING CONTACT (if different from applicant/operator above) Bestway Concrete Company 301 Centennial Drive Milliken P.O. Box: Co (970 _ 587 7277 Zip Code: 80543 (970 ) _ 587 7287 Contact's Name: Andy Rodriguez Company Name: Street/P.O. Box: City: State: Civil Resources, LLC Title: Project Engineer 323 5th Street Frederick P.O. Box: 680 CO Zip Code: 80530 Telephone Number: (303 ) - 833 1416x202 Fax Number: INSPECTION CONTACT Contact's Name: Company Name: Street/P.O. Box: City: State: Zip Code: Telephone Number: ( ) - Fax Number: ( ) - I, Same As Applicant Operator Title: P.O. Box: 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: Telephone Number: Zip Code: ( 4 12. Primary future (Post -mining) land use (check one): i _ Cropland(CR)1 1 Pastureland PL Pastureland(PL) Rangeland(RL) I Forestry(FR) _7 Residential(RS) _ 1 Recreation(RC) Developed Water Resources(WR) 13. Primary present land use (check one): i _ Cropland(CR) _ Rangeland(RL) Residential(RS) Pastureland(PL) Forestry(FR) Recreation(RC) r- Developed Water Resources(WR) p � ) n General Agriculture(GA) Wildlife Habitat(WL) Industrial/Commercial(IC ) Solid Waste Disposal(WD) General Agriculture(GA) Wildlife Habitat(WL) Industrial/Commercial(IC) 14. Method of Mining: Briefly explain mining method (e.g. truck/shovel): wet mine 15. On Site Processing: r Crushing/Screening 13.1 Briefly explain mining method (e.g. truck/shovel): wet/dry mining with excavator and haul trucks 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). Adding proposed "Lee Property" to existing North La Poudre Mine. Material will be hauled to existing processing area. v's.l: Ds_ and ExIdabits; 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, 6.3, and 1.6.2(1)(b): EXHIBIT A EXHIBIT B EXHIBIT C EXHIBIT D EXHIBIT E EXHIBIT F EXHIBIT Cr EXHIBIT H EXHIBIT I EXHIBIT J EXHIBIT K EXHIBIT L EXHIBIT M EXHIBIT N EXHIBIT 0 EXHIBIT P EXHIBIT Q EXHIBIT R EXHIBIT S Rule 1.6.2(1)(b) Rule 6.5 Legal Description Index Map Pre -Mining and Mining Plan lap(_s) of Affected Lands Mining Plan Reclamation Plan Reclamation Plan Map Water Information Wildlife Information Soils Information Vegetation Information Climate Information Reclamation Costs Other Permits and Licenses Source of Legal Right -To -Enter Owners of Record of Affected Land (Surface Area) and Owners of Substance to be Mined Municipalities Within Two Miles Proof of Mailing of Notices to County Commissioners and Conservation District Proof of Filing with County Clerk or Recorder Permanent Man -Made Structures ADDENDUM 1 - Notice Requirements (sample enclosed) 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) ofthe 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 303-86+6-3567. Responsibilities as a Fie n i tree: 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. I. 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; satArt, T 2, The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information contained in the application or your permit misrepresent important material facts; 3, If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties, to you as permittee can result; 4. Any modification to the approved mining and reclamation plan from those described in your approved application requires you to submit a permit modification and obtain approval from the Board or Office; 5. It is your responsibility to notify the Office of any changes in your address or phone number; 6. Upon permit issuance and prior to beginning on -site mining activity, you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following information (Rule 3.1.12): 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. 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 wilt 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. 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 ofJuly 1, 199 5, 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. to. For joint v�enturei artners i,p operators: the signing representative is authorized to sign this document and a power of attorney (provided by the parmer(s)) authorizing the signature of the representative is attached to this application. Certification: As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum requirements of the following terms and conditions: I. To the best of my knowledge, all significant, valuable and permanent man-made structure(s) inexistence at the time this application is filed, and located within 200 feet ofthe 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)(0,C.R.S.; 3. As the applicant/operator, I do not have any extraction/exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5-120, C.R.S.) .) as determined through a Board finding. 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 forhas 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, CRIS, Signed and dated this41141/4.- of V " ttrio g day aG.:esti- wAtt Th.. Con vvaN.e... Applicant/Operator or Company Name Signed: Title: State of E:Pr INAsctiev& 6474 bounty of 4/b/i ss. If Corporation Attest (Seal) Signed: Corporate Secretary or Equiv The foregoing instrument vxs acknowledged before me this A LIAC day of b as Linerd 4nytv' VICKI L CFIUZAN NOTARY PU B LI C STATE OF COLORADO ry�y', NOTARY ID 201 t4024401 Lit' 7t Town/City/County Clerk ow' of ofceslidar 40,4A Notary Public My Commission expires: tfi/f-2, 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 Affidavit of Publication PUBLIC NOTICE Busiway Concrete .& A rogaW 301 Centennial Driver* Mlltikerl, CO 80643, 970-587-7277; has filed en amendment Io their North La Poudre Pit M (MLRB 112) for 'Cam struliQra Materials Ope rA*- lion Reclamation Permit under provisions of the Colorado Lend) Reclamation Act for 1no Extraction of Construction Materials. The site is located north of the Cache La PoUdre River, The site Is within the northwest % of $cairn 1g, Township 6 l forlh. Range 67 West of the ethr Principal Meridiem, The site is generally bbou-nded on the weal by OR 13, the north by Highway 3921. end on the east and south by the existing N. La Poudre Mine- The Project in located in Weld Cc?rrrIly, Colora€io. The purpose of this notice Is to mine the Site for gravel and reclaim it as pasture to original existing grades. The proposed dale of commencement is early Summer of 2017, and the proposed date of completion is Winter 2022 The pro- posed future use al the lend is pasture. Additional information and tentative decision date may be eb• Seined from the Division of Reclamation Miming and Safely, 1313 Sherman Street. Room 215, Denver, Colorado 50203. (303) e66-3567, or a1 the Wald County Clack Wile Wile Board of Count Commissioners, 91610th & teat, Greeley, CO. 870. 04=g5$. the above named applicant. Comments must be In veiling and must be received by the Divi- sion of Reclamation Mining end Safety by 4:00 p,rn. an May let, 2017 (20th day after the ill publication) Please contact Andy Rodriguez with Civil Resources al,(3 ) 833-1416 ex. , If ou have any questions or comments re- garding this application. Scheduled to be published In the Greeley Tribune March 20, 27, ard .pffl 384 10, 2017: The Tr/buns March 20, 27, April B, 10, 17 or STATE OF COLOR/WO County of Weld, I Kelly Ash__ SS, of said County of Weld, being duly sworn, say that I am an advertising clerk of THE GREELEY TRIBUNE, that the same is a daily newspaper of general circulation and printed and published in the City of Greeley, in said county and state; that the notice or advertisement, of which the annexed is a true copy, has been published in said daily newspaper for consecutive (days): that the notice was published in the regular and entire issue of every number of said newspaper during the period and time of publication of said notice, and in the newspaper proper and not in a supplement thereof; that the first publication of said notice was contained in the Twentieth .eth day of March A.D. 2017 and the last publication thereof: in the issue of said newspaper bearing the date of the Seventeenth day of April A.D. 2017 that said The Greeley Tribune has been published continuously and uninterruptedly during the period of at least six months next prior to the first issue thereof contained said notice or advertisement above referred to; that said newspaper has been admitted to the United States mails as second-class matter under the provisions of the Act of March 3,1879, or any amendments thereof; and that said newspaper is a daily newspaper duly qualified for publishing legal notices and advertisements within the meaning of the laws of the State of Colorado. March 20, 27, April 3, 10, 17, 2017 Total Chars: $272.85. 17th day of April ' 01.7 My Commission Expires 02/06/2021 Notary Public Diane McConkey NOTARY PUBLIC STATE OF COLORADO 745580 DAY NOT Y EXPIRES 1 � DA ! . 4 � E I 1 6' 05 r S Chia flea Ma p.{iri*5 el* pteresad crrarnrntta� tartasieta awareherki !near? Column C sore. las ,. Irritants siestas int/plan 1arnhIF/ FJ J01 Caninelist Moons Y[ililur._ CO iQ1r bin sae. a Hacf idfritinto talus i*a Care a sgla tarsi Aectaaat•H4n @alriL Anpeuas nt1.rtltry IS ??aspitai raw fit. .pydicatbra,ma* Mrs. IMP e;, malls,. at Wit W.ir cm.sfit L'lanb' 'lisWe taw CO 'Nimbi Genus seat atQtr s, Vf6 tooth ileum flu t rains risk annits co- sll¢jj, s .4 4aliaii amsq Cti 1 l"Fsh'S Kf TiS vi Ha &pent r•rtaaaai rani 41 its Derr ruins sa al stlaa:itf.. 6k •Lain } it% I a17 *eon M. mama 1'°il nfr-*sl/.Ctiorsd+ NUM This site ig the 'location of a prOpifttsed constri4Ction rnaterial' oprratino. U.ci1WaY Co11CGrete Corporation whose address and phofia number' is 301 Cantonal?, ni ilw• Milliken, CO 80543, (970) 507-7523, has applied far al 'RIrtInmatiotn Permit With dhc colarada Mined I a'nd Reclaim kaIIon DOM MI- Aryan** wlLh1i1q to Comment on hu a,pilitCatlon may vie `iN QIO application al ifia 'Nord County tflork to the Rard 3 Cga o Soox 758s G aol X CO 150632, math Strout, . Racnfl 3 1?t and %Imola nutria .cu,rnroonti prior to I NC end of Os* ptibri . tom morlt pre Had to IN* iQiwnvion ei Heoiamation mating R. Safety'. 13`I'1 Shorniaa St., Rboi 7i' -i1+ [itanlrar, Colorado $0203- EXHIBIT A LEGAL DESCRIPTION This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.1 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: LAND PARCEL DESCRIPTION PARCEL 1: LOTS A AND B, RECORDED EXEMPTION NO. 0807-19-2RE1802 RECORDED FEBRUARY 7, 1996 AT RECEPTION NO. 2475376 BEING A PART OF THE WEST 1/2 OF THE NORTHWEST 114 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SAID DESCRIBED PARCEL I CONTAINS 6.706 ACRES, MORE OR LESS (±). PARCEL 2: THAT PART OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19 AND ALONG THE CENTERLINE OF COLORADO STATE HIGHWAY 392, NORTH 89°16'30" EAST, 1195.10 FEET; THENCE LEAVING SAID CENTERLINE OF HIGHWAY, SOUTH 00°06'30" WEST, 60.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID HIGHWAY, AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°06'30" WEST, AND ALONG AN EXISTING FENCE LINE, 495.02 FEET; THENCE SOUTH 89°16'30" WEST, 1193.51 FEET TO A POINT ON THE WEST LINE OF SECTION 19, AND ALSO THE CENTERLINE OF A COUNTY ROAD; THENCE ALONG SAID CENTERLINE NORTH 00'0320" WEST, 445.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY 392; THENCE ALONG SAID HIGHWAY RIGHT OF WAY LINE ON THE FOLLOWING COURSES AND DISTANCES: NORTH 89°16'30" EAST, 24.60 FEET; NORTH 44°32' EAST, 71.00 FEET; NORTH 89°16'30" EAST, 1120.20 FEET TO THE TRUE POINT OF BEGINNING. SAID DESCRIBED PARCEL 2 CONTAINS 12.965 ACRES, MORE OR LESS (±) SAID TOTAL DESCRIBED PARCELS I AND 2 CONTAINS 19.671 ACRES, MORE OR LESS (±). MINING PERMIT BOUNDARY SEE LINE TABLE ON COVER SHEET OF DRMS PLANS (ATTACHED) Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit A -1 EXHIBIT B - INDEX MAP Please refer to the attached index map. Bestway Concrete & Aggregates -Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit B -1 CL Co (tit r-- Ft) 0 C] 0 w 0 a� CO a� t. CD F w 0 2 w W W Q LN I 1 1 I I I _N M I1 ■ ' - . `ri.1- _ 7 'i►. a r •s n it x s.a. A , It X is sw, P MI ILCr i■ 9 t '' i,. i —. 'I<Y. is Mr n ` ■ 1 IM' IgL MI 11/4 1s winCiiet _ at� same CIL '' — l' F B liiimmIsIl I as la IS L a I =r r A ra.aILE Agit St WISE AIM aI %. Q41 �' aA �a maaa l: It 6litilillo MEWL St '1 'Ns I z 1 I Pt tit rat SetI 1> ,ate I - •wivewsCita w 7111 I A'1 W air T I� Q. it 'I 1 i '� 'k 1V .# I I _ "` I: ' ._ 1 _ - 1t: l 7.111aa- 7Sial ire I "etas inks ~eat "%IL II Aar JIB ',like AL a „orI _ I I� * t f Jam' I ! M O ■' K X. % Ir Ar 1 la II Jlir ' A II 8 IL 1 ir= I'` S 1 S f''? M�'�'"' " 'SI AS 1 s --�--A4.6, a N. Cr�� y � II Nit an 'In rola IS "iiisi. N I ■�. NiIS 10.......c746. 1 !I NORTH LA PCBIJDREIa.calit GRAVEL MINE I IL „e rg, ai� 1/42 'NIL if —last vet Nobs -milk - �a..l "Zoti.1 -11 (EAST SIDE RECLAIMED) . IL 111 5 II a - _ ''!I. '!4 - ''fir. N i N. it _ LI .7 I.! I - rimming., r 'ice I.I � 1 P& I e, a . _ Imo. 1 t .5* i a ! a r i ,1' 1."Ir-wag, 11 - I n : —..L ''a' ' ma 1'' t I I _A % j _— lr LEE PRC PE RT1� I Aire at, a Jti_ _ Pi SS 1r - HIGHWAY -392/CR32 f wit pt -r I MI IL .i.amr..aiiiimaikr- I L r wits 17111 a - 1 iS t 1 O'■`' 1 1111 Al I 1 Imo' III "W w' "! riL 1!u. I 1 II • a via / 1 a`ec S arase i (PROPOSED' '' , MINING AREA) II It a a I. IC- ;� 1 1 'iki ft I a a 1 .5 I mace- I LPLRE I'51 1 3 II —w N. n■ 1 Mir- ..f -r 11 i N • 1 - se II 1 I ask .. 1 I ■ 4 f 7 Via` r I n rt Y e t1 2 Air OS r 1 I I _I I 3 V 't 1F .ff rot A ' IL I' II S A' r 7 2 t I _C i t .0.. r x' ■,, I V it Ia ON I I e II f=— _[. 1" a Jr i I, ■ I �r+ 1 F. A.1 a Urn '%. 1. -t.,,- s; ir■ -- ale' I _soar Ile er I t I I ■' t -I .7- aka _, I a TAL P - , _ • t fli rIllt I'll, 1 II N. a • Ns I -lit ®. ■: _ HIGHWAY 392 / WCR 68 irlitThowal .- a -.r L 1 (8 0% RECLAIMED) " 14111r----er Arr .. ■ 1 1 u� 11 IS I . "..I 1.. I - ,I 1 _►1'lf. s�- MI I I .I I ifrareverear- 6 ii#da I. 7 it MI' II I. 7- h - �. 1 .7 ewe I SI i . ' - a :n; Ill ---ale it •�"r i II I at NI X I ISI I I MI I I A I. °,' -I t �t a r ,y,. I [ 1 A aaT� C .. i a L lair TICIWa W I IM7 1n Ea 111 MI' I-i NMI W a '. Si EL �■ MI "IL -irar 1 1 1 1k 1 I / s I t U 1 11/4 li 1." lk J I AL 'LI II mr :� �a 1 -111111,1 aI MI I 1 I ' i' 0 �[ v j- 111 lik _a 1 A la ik ,r - .r —'r,._ 0 I _ - ear la %_ - `~.. r air I. re— iii I d 0 _ ,� a 1 L I ■ -jrAlwirr I ir 7 if tir 1R ir Li" S I efif ni GRAVEL MINE .lie F I wr --t IF Jr .� _ _ _ I I _ �r'� I _ 7 "'e..._ C TN's _l: - - 216. 1 I 1 1 1 1 7_ .el O its a' i1Y�. - ''lia. '`I�,"Ir� 4 I 7 $ IL NI ''g t 1'�) _ _ , _A'' I I .p" ' Ii $ �^�"'T III A f a '' A I: Ma• '1i. I '�..a��r IF a� —_ f '- I% l 'a �. - .I N. -_ . J' 'a. , 'li '! I ' if— F a iL 'ir. I r a6 �I rte, 1 t� • it 1 i ,1' let.._. 7 7 at t 1 t ESL.11 V - Ik. ie i - % 3 j 4, ,e- `'` .aid'' tat 'I 1 _ -Ni. I •�I 4 ICI = l� 'I _ C 156L ir i' = .� 7 jr j -l: I f 1 _ail IS 1 ''+L ' =-1, 'L� isras C -" �` at 1 7' i Li I I II Airierit r li fl. irAZti is t L. %,�ti," % lit" �,_ 7 T� _II 7_ 1. ant* 1 ' ' iIF '% � 1 N A I ' +� F, eaar k +" . - 'fir Ilia% II " • ' JIB, ilk X r m I i. 't.' .7sr s._ p� a a■ I t il[' 1 1 toot Thi I if 1' a n Low: 1 %:.�LJ ® 'l` 1! L � _ ttipi. lit -milwi' . mow. w— ail1 �. -alt K is, a ' 1 In I 1 1 F '' . Isla 3 .ir3 d f _ i. _ .41 -- 4 _ Jam= air,. 1_ '' Ft- --- M. L '1 a! _ Nik Or ar ilk 1 in II Tr I' __si II X vtals-Niffili firer a' at a ere _Arai"r t fl.�If frfi L s I P F I'' I I ,1 aft —. I waII I it I rI�" r+er r CROSSROADS BLVD. i W 2 iv 2 0 JIL ▪ C • ire %or VAIS fit C A Ear I a iaa NORTH Ilk V 116. IL I( 0 t L500 3100, If IET) -�- CIVIL RES4tURCES,LLC BEST JAY CONCRETE WINDSOR PIT DATE: Play, FIGURE: GENERAL LOCATION MAP EXHIBIT C - PRE -MINING AND MINING PLAN MAPS OF AFFECTED LANDS Please refer to the attached Existing Conditions Map and Mining Plan Map. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit C -1 JiE estwway 213Mii.ns loetFE AMENDMENT1Drawings.SSheetslOVER EX STCONDS dwrg. 5126171:25:34 PM PT ▪ r r I- Y Know 1NIfatS below, C,a1I Warr you dig. F Y 4` >< {"reed: .d.PwI .�:F "44S J: Y111.1,f 'rdF STRUCTURE INf0: ---L Wn O1"RP]F&[75{JR SCHEDULE RL13333411 PAitCEL' 8613OOU947 P1 UNITED WA R,& SANITATION DI+SIRI'CF SCHEDULE; R4&3335Z PARCEL; II5 4OC TOWN OF WINDSOR -� r ACCOUNT; R677$634 PARCEL:O8O7192CIOD57 3 3ESSICA LEE 2014 SEPARATE - PROPERTY TR.UUST ACCOUNT n1118904 FARCE Lt O8O719'≥C111O34 t t P£Ri{IAT ova Sc7,91.5— A' --i L d`PIdd7[cM, feic44'.e.r. VARIOUS BUILDT%CS OWNED BY LAND OWNER HICHW'(I' DB2,11WC,R &B & ROW (WELD COUNTY PUBLIC WORKS) WCR ''13/d, COUh1TY ROAD I (KU COUNTY PUBLIC WORKS)(LARIIIAER COUNTY PUBLIC WORKS) TRAFFIC LIC:HT MU) CDLINTY PUBLIC wDIRKS/WINDS:OR) OVEADIEAD POWER LINE *ESTERII dL EASTERN BOuN(}W (PAN ERN MICE EASEMENTS I;CD{TT, WtENDSOR) GASLIPIE SOUTHERN SOUNDAlif (bOR) GASLIPIE WE STET N 5e NORTHERN E3GLJINDARY (XCEL) GAS FACILITY (KCEL) TELEPHONE, WEST AND NORTH ;CENTURY LINK) POND, WEST OF SITE (UNWED WATER de SANITATION DISTRICT) CABLE, WEST AND NORTH (GOM2 AST LINK) CABLE, WEST AND NORTH (DARK COM) 'VARIOUS GRAVEL MINE FACILITIES (BFSTMA'Y CONCRETE) WATERLINE WESTERN 3c NORTHERN BOUNDARY (TOWN OF WINDSOR) AFFECTED LANDS: 1 I I d • c CN LLC ACCOUNT; 0.6784102 PARCEL 0#10718:100(121 asPillamms TOWN O F WINDSOR AClcalN T: R5;r7El4#;d PARCEL: 0807: L920OO55 JONATHAN III JESSICA -LEE ACCOUNT: 867713633 P£RtA[rOi,UNCdRY PAR.EEI_: Li9Ong,D4051S - 1 S -On ti" r AtIMIl/1° A72. *Pets, ' ▪ to I;XISTINC, LA Ft]LPD•RI __i.-'•' a: -PERMIT BO'UIYDARY I _ • r"Id•#3'O510: •r a POND (PA ENDA AMOUNT 'OF 3 I +' i r �I &um Iq _ I_ ta -gEMSFalmi an POND (SILT STORAGE) cEGIRL E Si serf HAIL AI X CUNT! R41!33106 PARCEL. 09O7191O13Of4 II - EXISTING - -- - MAIL P£R4#T PLANT rr Idp; 4.11775—f ~,� _id a €7LTSTIhJG � �t�il lair"7F`.Ii•'t' - -a --ai —a ar�lJa a.a�- a i—. r IIi "ti'- ::: HJLUfLR'JAbS11L�n�4 r3 ,M Jr". ii PAX 8 MT IIELL€ PIATPEN .0110.1.4 ACCOUNT: R-096.1006 ■_ �I �etall s "`- .+hill-77/L:X I JC•yyLi4E-CAAPEL.111N15j / I- y, �++ i ti 4 1 ti� -iititaii - ---- -•r. +- - Wad PIE: trlif A49. I ; P- -- - a 4. PROCESSING AREA ▪ L ,i.aaiala'Sa 6gaaVL eFf fYi7Yi7?7'77#'7ggx. . I ly .. -• a l i rl.. • ,a._ I 1 as • - CONCREAE PLANT _ alnilP tr I I I II I w I % ' ry_ r 1 -` s • ` I r ✓ r i ' a l- ' Y / I :1 3_ 1 .Ir r I El {L. . l ' L • • • L• • 1 LEL: VAR1UU`!. OLIT UUI_DINGS FLOODPLAIN INFO: FLOOTJPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 013123C148CE At PANEL ND: DB123C1a 1E EFFECTIVE DATE.: JANUARY :2O. 2O1C- EXISTING VEGETATION: F,AI1DWEIb AIGRICLTLTCJFF AL LAND 7� % y L•5Y ~ -, r 4 a K 6 • • -I if l S +• • +iS 4 •• -Le 4• ,r '+ ' I. 'r ea •. %^ y _ • i % -e ▪ es • EP. EC .I 81 El al ill.a Wilk a Ma Mil POND T. . M4 ea—la�+a _ _ Ig P • -no;,'a i -_-` ... ,r -ate• - F T a. ' 4 III) P ti r _ "a- . SURVEY INFO: }. I!L • 1 •ti. - 1 S 3 ,'W 3: a �L M I P . r M. IL 1 Y • i r w n t r r r r Ldb,Lt4£Id/d.Gt • 4- 4 re • PCINEF I II \ 1 55 _..yeat 4. KING SURVEYORS 6,50 IL C m::s-n Ikive I !r1'Ir9d , CcMvra iu SQ55&Y phone (91119 rid& -5O11 I cmawl: infol@Kier un-elmLelxn APPLICANT: BESTWA-r CONC i.ETE dt ACC REGATE 3O1 CENTENNIAL DANE MILLIoEN, CO BO543 • .. SI _ l I. CEOR{;E & BETTY Y HALL ILCCOLINT: ROIRIItR9 PARCEL: 02147190D0050 SLIMY RRY IU Na IPO1 Ci le L I -' JtrIEItTTI'E?* * • I W a i • . • 14\..� t Y L i a L_. 4, . _ 1 It I I i -I. ycei rala ..�i J - NOTE: - 1 L• I ■ 9 I NS Sr SIN CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN. ON, DR AI34UT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY AMU ATI DNS THERETO. THESE AAAP$ WERE PREPARED ETY CIVIL FiESOURc'ES, LLC, IN CDDPERATIDR W ill BESTWAY CONCRETE. BESTWAY WILL KEEP THE [DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES 1O THE MINING OR RECLAMATION PLANS THROUGH ANNUAL, REPORTS AND FILE. TECHNICAL REVISIONS AIM) AMENDMENT APPLICATIONS AS NECESSARY THRJQHQA,1r THE LIFE OF THE [VINE. ANDREW R RODRICJFZ, P.E. CIVIL RESOURCES, LLC. 03./20,/17 DATE 1-- 4 eir r r r •y t I LEGEND Ig >ex IIIPIssatemei secrai LINE OuAnTE:n SECTION LINE WADPERM' LINE PLAnED hilEAsunD • FOUND ALJOUDT CORNER AS DIMMED. SET ALI GLI0T CORNIER • DECCRISED AS DECCRiew SU 24. OF 14 RESIN; WIThl. A KSI: LS 34995 CALCULATED POSITION CIVIL RES1DURCES, Ansi 323 Sth STREET P.O. Box feSO FREDERICK, CO 8O53O 303,833.1416 3O1 CENTENNIAL DR: MILLIKEN.: CO 80543 970 5.07 7277 CONTACT; MARK 3OHNSON LIJ A REP IS IONS DESCRIPTION TO DATE DRAWN BY: ARIL SCALE: AS KITED CINIECIII ED BY *RR_ AS memo DWG NAME COVER -JD( rslimNas etwo CONDITIONS VICINITY J,16estsvay+-2131Winsdor\LEE AMEN DMENT\Drav inas\Sheets\COVER-EXISTCGNDS.dti;gg. 513123171:10:34 PM TO,I'N OF WINDSOR SCHEDULE: 80333344 PARCEL: tl613ODO907 NORTH (IN Ent Know matt below. Gall before y lI f uldi TOWN OF l•IU l N DS OR ACCOUNT. 8677863.1 PARCEL' 080719200057 STRUCTURE INFO: UNITED \JJATER Ik SANITATION DISTRICT SCHEDULE: 8O333352 PARCEL. 8621OOO191)1 J J FOUN YE — 7 ■ • ■ • PARCEL 2 EXCEPTION —C- m • • i i i i U i i f / / #4 REBAR WITH LOW PLASTIC CAP LS 33842 f • I i i ■ i ' i N i JESSICA lift 2014 _SEPARATE �a I PROPERTY TRUST ACIC.DUNT: 81218996 PARCEL; 080719200054 WELL P.CRAWT NO. 50985 -NH VARIOUS BUILDINGS OWNED BY LAND OWNER HIGHWAY 392/WCR 68 & ROW (WELD COUNTY PUBLIC WORKS) WCR 13/N_ COUNTY ROAD 1 (WELD COUNTY PUBLIC WORKS)(LARIMER COUNTY PUBLIC WORKS) TRAFFIC LIGHT (WELD COUNTY PUBLIC WORKS/WINDSOR) OVERHEAD POWER LINE WESTERN & EASTERN BOUNDARY (PVREA) DRAINAGE EASEMENTS (CDOT/WINDSOR) GASLINE SOUTHERN BOUNDARY (DOP) GASLINE WESTERN & NORTHERN BOUNDARY (XCEL) GAS FACILITY (XCEL) TELEPHONE, WEST AND NORTH (CENTURY LINK) POND, WEST OF SITE (UNITED WATER 8c SANITATION DISTRICT) CABLE, WEST AND NORTH (COMCAST LINK) CABLE, WEST AND NORTH (DARK COM) VARIOUS GRAVEL MINE FACILITIES (BESTWAY CONCRETE) WATERLINE WESTERN & NORTHERN BOUNDARY (TOWN OF WINDSOR) / t / AFFECTED LANDS: all t. • . ......:.-.........:......................................:.:...:...........:.....::.:.:....:........:.:.::.: ,::.:..:.:':.:....:.:.:. . III„...,?t,.......-..y.:%• X•:::::::::::::::::::::::::::::::::::::::::::::::......:::::::::::::::::::::::::::::::::::::: f.::::::::::::::::::::::::::�: ::::::::�::::':': ■ ▪ I :. 0 YO"f.:11S751L:::•tv:r:,.5::;r:,:.5.'::,:,..5, r:,:.�'•'•' 1 _.. .., J;,• NORTHWEST CORNER SECTION 19, T.6N., R.67W. FOUND 3 1/4" ALUMINUM CAP ON #6 REEAR. LS 30120. 2012 IN MONUMENT BOX PARCEL 2 POINT OF COMMENCEMENT rn �� .NFaAr' ti�E 4 r r 1 5.1:72+ . JfGI. W.iY .t"12 r CI'J LLC / ACCOUNT' R67S41O2 PARCEL: C8071B300021 / r f 06.03. NE91.9'3n E I195.'. 'J r.j = FO" F•5 r6 _F -- row r WEST SIXTEENTH CORN'S SECTIONS /IS/1Z F.6N:,-1T=6{7W. CALCULATIED POSITION __-NOTHING SET OR FOUND F. .. ...... . .. CO... .. .. ..• .. .....• .. .. .. .. .....• ... .. .. .. ... .. . ...... . • .. .. .. .... mot. .. 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SHED .:...• .asi ,.::::1:1:,:i :HED....................................................................... .................... • : I 1HOV5E 32 .. .� 5- 4 0: .,1.417 R'A-71 13 r —d -- WELL. .Av. 2.5(4775. • . \_1c1.1'V32.E' • . GR.4UE POND .. I ..... • ..• .PPf7 AY% •••r:i¢uLtir:�i'i:itiivri?:iii^i:: 1.:.:' :.:....:.:.:.:.: ... ... . MINI WI I. • + EXISTING L4 POUDRE i PERMIT BOUNDARY 011 1 M-83-090' I. UI SIui 1• J. I I 1111111;******#* 1 , LEE: VARIOUS OUT BUILDINGS FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 0812301480E & PANEL NO. 0812301461E EFFECTIVE DATE: JANUARY 20, 2016 EXISTING VEGETATION; FALLOWED AGRICULTURAL LAND *** SURVEY INFO: l 1111 111'w l 111**t*1 111■ QUIPMENT STORAGE (RESTWAY) 1 1 j • • • • • • a a a a a • a a NOTE: i fr 1 -. Sty L KING SURVEYORS 6&) E. Gadea lrivc I 4'L ;ndusr, C:1* adu 4f155t1 (27(1 6S6 51011 I Lrnatl: lilt) a15YilIIF';�LlR'i': kYti c!jyl+ APPLICANT: FOUND #4 REBAR WITH YELLOW PLASTIC CAP LS 7242 *• *1 l 1111. BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CO 80543 / r 1 --t EXISTING PLANT CONCRETE PLANT f f f " r JDRCP II 60' WITNESS CORNER WEST SIXTEENTH CORNER SECTIONS 18719, T.BN., R.B7'N. FOUND 3 1/4" ALUMINUM CAP ON #6 REBAR, LS 7242, 1999 PARCEL 2 POINT OF BEGINNING _ J � 30' ACCESS EASEMENT '. TO MARY fIGNA.+7OS BOOK 1245, PAGE 1087 1B UTILITY EASEMENT .. TO PUBLIC SERWCE CO • REC.. ND. 24,0+575 GEORGE Y>I 6tl IY HALL ACCOUNT. 811931O6 PARCEL: O8O7191O1666 .. • . 'l.y ES:ISTING H AUL ROIaD5 II ' -1- DAY P,1 MICHELLE HAYDEN ACCOUNT: 11496+008 PARCEL: 060718300004 %e.n:n. ti' " .- ”' !byrki • • ' h.LIN 1Y:£ A Ji 'Lfl 1_ CuY l l `LL _1dfi�L'. ' A9- �A•h.x /J4 I. II II WELL PERMIT NO. 78235—f r• II iIleII !War 171 _*lllllyllllllll lseam *****1Rl.11ll lll1111*r#� #**1111111■ UNNENNm1111111111■111111** {T /r,#* ##111111111 I. 11�1i1•II L4 ,T).0.23CFr;WA VEL AIJ- F 1 LEGEND CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO, THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WTH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. 03/20/17 ANDREW R RODRIGUEL, P.E. DATE CIVIL RESOURCES, LLC. EXISTING PERMIT BOUNDARY EASEMENT SECTION LINE QUAKILR SECTION LINE RIGHT-OF-WAY PROPERTY LINE R RECORDED P PLATTED M MEASURED I O 3 - ■I Ii II FOUND AUOUOT CORNER AS DESCRIBED SET ALIQUOT CORNER AS DESCRIBED FOUND MONUMENT AS DESCRIBED SET 2e OF #4 REBAR WITH A GREEN PLASTIC CAP STAMPED KSI, LS 34995 CALCULATED POSITION C.--;."," CIVIL RES"L.IRCES, LLC_ 323 5th STREET P.O. Box GEO FREDERICK, CO 80530 303.833.1416 14:1MiVL+. CIVIL RESOURCES. COM BESTWAY CONCRETE, INC. 301 CENTENNIAL DR, MTLLTI- EN, CO 20543 970 587 7277 CONTACT: MARK 301INSON H Icr 11-1 1 0 nj 1..I„ ❑ I11 J a III Z 2 < REVISIONS NO. DESCRIPTION DATE DESIGNED BV: DRA4l'N BY; CI IECKED RY: ARP DATE: SCALE; C ;7.11-' ARR AS NOTED ARR AS NOTED 1OB DWG NO.: 213-001-28 N AME:COVE R-E8ISTCONDS, MG CONDITIONS EXISTING SIICLT: 2b NOTE: CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY. IN. ON, !DR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO, THESE MAPS WERE PREPARED BY COAL RESOURCES, LW.. IN COOPERATION WITH EIESTWAY CONCRETE. BESTWAY WILL DEEP TIE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED Of ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH -1 ANNUAL REP1JFRTS AND FILE TECHNICAL REVISIONS_ AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT 11-IE LIFE OF THE MINE. ANGREIN R RODRIGUEZ, P.E. CIVIL RESOURCES. LLC. API; LICANT: 0i/20/I DATE BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CO 60543 FLO0DPLAIN INFO: IFLCQDPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE AAAP PANEL NO, O8I23C1911SE EFFECTIVE DATE: JANUARY 21'1, 2016 N01 ES: 1..MIAS NOT DI!5TURSEJ BY CUP;RLNI MHINDr ,ACTIVITIES DR UNDER RECLWMTADDN BILL EIE 11AIN1AIHf(E'' AS 1PTAlIALW,ND, PASIURL Olt OTHER SUITIOLE t 1VER CROP UNTIL MII40JG BEGINS 3I EACH PHASE. 1 FAKIR TO CCN'STEIJCTICK ALL VTILITP, CAS WELL, OR. NkF:I.L, & WATER R€LL LOCATIONS FIST CIE WRE'IEEs. 3. INTEIIIYAL MINING HAUL ROADS TO 8E WATERED ON A RfGuLAR E SIS TO CONTROL OUST_ 4. TOPSOIL. & OVERBURDEN WILL BE SEGREGATED AND STOCKPILED AROUND THE PE:Rwk1E1'ER C1' THE MINING AF:EA. 5, TEMPORARY "-STOCKPILES VARY IN LOCATION AND SIZE INSIDE E:ACH PHASE. !E, THE BATCH PLANTS AND PROCESSING AREA TO REMAIN AS SHOWN. 7 CON VEYOR/HANL ROAD WILL EKTE;NI3 INTO EACH PHASE AS NUKING PROGRESSES. $, RETER TO EXISTING CONDITII71115 MAP, SHEET 2, FOE' SIRIJCH:IR".E OWNERSHIP. 9. THE TOE OF TINE MINE SLOPE IS DEFINE[ A8. THE CONTACT OF THE NNE SLOPE 'MTH THE TOP DE WEATHERED BEDROCK:. 10.E-1NE EXCAVA'ION LIMIT AND kJAXIMUM LANE 4_OPE TOE CAN HOT BE ENCROACHED BY EITHER EROSIONAL PROCESSES (SLOUGHING) OR !JUNO- II. IHE OPERATOR WILL MINE THE SITE IN SECTION AS DEPICTED. 92. -IL RISDICTIONAL WETLANDS V&1 NOT BE DREDGED C'R FILLED PRIOR TO DE3TA1NING A 404 PERMIT FROM THE US ARMY CORPS OF ENGINEERS. 13. ALL STRUCTURES AND UTILDES INSIDE THE MINING AREA TO E°E DEUCED PER GPPHE ,AND -HELD COUNTY REGULATIONS PRIOR TO MINING THE AREA. 13. THE LA POIJCIRE NINE I.l- ea- O90 }ma THE NORTH LA POUDRE MINE (Ai -200-144; HAVE. BEEN DINED OUT.. 'THE LA POUDRE MINE HALL SE RE:CLA04ED AS EITHER A SLUFRRY LINED POND IN THE WEST OF: AN INERT ALL TFIE NORTH LA PIDJDRE VINE HAS BEEN RECLAIMED AS SHORN ON SHEET 3A, FLII[{THEIR SEEDING AND SITE CLEAN=UP •deELL PROCEED ONCE 'THE LEE AMENDMENT IS COMPLETE_ FURTHER SEIEDINC YWL.L -OCCUR ONCE THE MINING Of THE LEE AMENDMENT HAS BEEN COUP.LETEO- LEGEND: minimum 0 G.. —r IC CD EE Ft, aA ICr _ C� SOILS MAP LEGEND MAP UNLIT SYMBOL MAP LM$IF NAME 3 AQUOLL& ASO AQUENTS, GRAVELLY SIJ&STRATUN$ 10 B ANKARD SANDY LOAM, II TO 3 PERCENT SLOPES, FRECIJENRt FLOODED ~ 31 RIM LOAM, 0 TO I PERCENT SLIMS 32 KIM LOAM, L TO 3 PERCENT SLOPES _ 33 KIM LOAM, 3 T4 5 I3ERCENT SILOMS 51 OTERC SANI3Y LOAM, 1 'ID. 3 PERCFNIT SLOPES 52 OTERO SANDY LOAM, 3 TO 5 PERCENT SL©P€S €1 TASSEL FINE SANDY LOAM. 5 TG 20 PERCENT SLOPES IIS WATER PERMIT BOUND ART LANE E:XCAVAT1ON BOUNDARY MINE SLOPE TOE LINING PHASE LINES lOCI YR- FLOODPLAIN EXISTING WATER EIRISTINIS POWER ROUEE, EMSTI:N G OVERHEAD POWER LT:ISTINU Sf.S LINE GAS MARKER PE TROLEIJM YELL GAS/OIL EQUIPMENT TELEPHONE P'E➢EST AL LEIS -INS FENCE DISTING TREE EyISTINTS ST1REJCTURES MINING SEQUENCE O'IEIREI11IREEN STOCKPILE HP.UL ROAD /CO Nil SOIL TYPE SOuI'EDAHx GENERAL BOREHOLE `5LIJIRItY WALL BOREHOLE MONITOR-ING 4AELL SOIL TYPE II KiIcwwham bellow. Call" before yin.' dig.. TOWN DE WINDSOR SCHEDULE= RC133334,1 PARCEL, S131.30QOM TO'MN OF 'KIND Si* AGC13U1IT: RS1A3632 PARCEL: O60'7162QI)Q55 UNITED WATER & SANITATION DISTRICT SG41EDULE: R0333332 PARCEL! 8624100401. TS TOWN OF WINUSOH ACCOUNT: RE77@A63# PARCEL: O RO 719200457 li I' r ALL.TRAWFJC TC}USE EXISTRYG ENTRANCE 1L r k▪ } n 4 'a ,CIY LLC ACCOUNT: RGF84.L I]2 PARCEL.. 38D? L8:3UOD2G pass IItEanssia gT_ N SILT STORAGE AIMENOED MINE AREA II7 +J-- ACRES , - cr TD I3E MINED AT A 1 HORIZONTAL TO 1 VERTICAL f • r• ' 4 SITE [BOUNDARY rte" II I 1 EXISTING SHOPIf Wei kL its„ _.4 ,I ye l j . _ _IFTi _: a • ' 'A.. :a 5 w cir �'"��--• ExI3Y1110 "- OUSTING SA l PLANT S(AliHOUSE— I .i �. aa—ww--.,wawaw- -` - EX [5T1N 1 LA POUDRIE. MINE BC UP/DARY PROPOSED HAUI. ROAD OAK .3, MICHELLE HAYDEN ACCOUNT. R4964003 PARCEL: 0 80 2103300001 WEAKLAIIYD PATRICK 0 I1 AMANDA I E _ .il,w,aaa-a i ERISTING A.GGRESATE PLANT -- F1JE5Is WATEP: PON�b EXIS11NG HAUL R DAD RIVER1VALL€, CROSSING OWNERS ASSOC. immaa. `� EXISTING -'S.% 114 INOATti EfISTlNS LA POLI0RE NAM ROADS (MINE RaDUNDARY / 4.4 11,342RECRA iY,42 .42:44F /f 'slc?.vstT /21.2 AC *A1 'WILDLIFE POND,. MINED OuT TO BE BACIIFILLED lir [6 N, • 4, S 1- • a ,e - r CIAPN-GREENLEE PRCI}. RTVER'VAULEY CROSSING - OWNERE. ASSOC, 1 WINDSOR 20 (IC }A.GOBY FARM METRO DI ST'-R.ICT xyl�� WINDSOR CAd LLC WELLS'°ARGO BANK NA I NO PONE) I w • 1 ELDER H OLDINGS LLC i S S leewaammel SLURRY LINED POND �ww WINDSOR 20 LLC: C.ST 'TRUST EVOLVE34 Li a • pow w---- a - ... =Pam-- w I 1 :+rt?r t} \\\\‘,.\ .*\\ _Waler• -- •- e N Cre;°:- lisgmedir Cvl VIL RES DURCES, LLC 323 5th STREET P.Ck_ Box (ISO FREDERICK, CD 80530 .303:6 33,1"1& www.e',IVILR ESOEJRCES. COIM BESTW&Y CONICIRETE, INC. 301 CENTENNIAL DR, M ILLIKEN, CO 80543 9'70 IRO 7277 CONTACT: MARK )OHNSON LIJ —J AMENDMENT TO N12000-144 NO REVISIONS OESCR31''r1ON REVIEW DATE 5-J-]7 DESIGN ED 67 : ARIL CATE: 41-24-701:' DRAWN IEIY: AELFL SCALE: AS NIUM CHECKED BY: ARP: AS NOTED joa NO,: 2'13.001.2,1 DWG NAME:C'RMS-A 117-FIf iSlYg { . AREA PLAN SHEET: J,16estsvay-2131Winsdor\LEE Ak1E DM ENTIDrav ings\SFieets\DRMS-APP-FIGS.4wg, 5/&2017 2:41:4e PM NOTE: CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. ANDREW R RODRIGUEZ, P.E. CIVIL RESOURCES, LLC. APPLICANT: O3/2O/17 DATE BESTWAY CONCRETE & AGGREGATE 3O1 CENTENNIAL DRIVE MILLIKEN, CO 84543 FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 4512301915E EFFECTIVE DATE; JANUARY 2O, 2O16 NOTES: 1, AREAS NOT DISTURBED BY CURRENT MINING ACTIVITIES OR UNDER RECLAMATION WILL BE MAINTAINED AS FARMLAND, PASTURE OR OTHER SUITABLE COVER CROP UNTIL MINING BEGINS IN EACH PHASE. 2, PRIOR TO CONSTRUCTION ALL UTILITY, GAS WELL, OIL WELL, & WATER WELL LOCATIONS MUST BE VERIFIED. 3. INTERNAL MINING HAUL ROADS TO BE WATERED ON A REGULAR BASIS TO CONTROL DUST. 4. TOPSOIL & OVERBURDEN WILL DE SEGREGATED AND STOCKPILED AROUND THE PERIMETER OF THE MINING AREA. 5, TEMPORARY STOCKPILES VARY IN LOCATION AND SIZE INSIDE EACH PHASE. 6. THE BATCH PLANTS AND PROCESSING AREA TO REMAIN AS SHOWN. 7 CONVEYOR/HAUL ROAD WILL EXTEND INTO EACH PHASE AS MINING PROGRESSES_ S. REFER TO EXISTING CONDITIONS MAP. SHEET 2. FOR STRUCTURE OWNERSHIP. a THE TOE OF THE MINE SLOPE IS DEFINED AS THE CONTACT OF THE MINE SLOPE WITH THE TOP OF WEATHERED BEDROCK, 1O.MINE EXCAVATION LIMIT AND MAXIMUM MINE SLOPE TOE CAN NOT BE ENCROACHED BY EITHER EROSIONAL PROCESSES (SLOUGHING) OR MINING. THE OPERATOR WILLMINE SITE IN SECTION S DEPICTED 11. ThE A . 12. JURISDICTIONAL WETLANDS 1MLL NOT HE DREDGED OR FILLED PRIOR TO OBTAINING A 4O4 PERMIT FROM THE US ARMY CORPS OF ENGINEERS. 13. ALL STRUCTURES AND UTILITIES INSIDE THE MINING AREA TO BE DEMOED PER CDPHE AND WELD COUNTY REGULATIONS PRIOR TO MINING THE AREA. LEGEND: N11=11• 0 OHU 6 l 0 u Cr I 1 PERMIT BOUNDARY MINE EXCAVATION BOUNDARY MINE SLOPE TOE MINING PHASE LINES 1OO YR, FLOODPLAIN EXISTING WATER EXISTING POWER POLE EXISTING OVERHEAD POWER EXISTING GAS LINE GAS MARKER PETROLEUM WELL GAS OIL EQUIPMENT T TELEPHONE PEDESTAL EXISTING FENCE EXISTING TREE EXISTING STRUCTURES MINING SEQUENCE \�k• ,tick OVERBURDEN STOCKPILE HAUL ROAD/CONVEYOR SOILS MAP LEGEND MAP UNIT SYMBOL MAP UNIT NAME AQUOLLS AND AQUCNTS, GRAVELLY SUBSTRATUM 10 BANKARD SANDY LOAN, 0 TO 3 PERCENT SLOPES, FREQUENTLY FLOODED 31 KIM LOAM. O TO 1 PERCENT SLOPES 32 KTM LOAM, 1 To 3 PERCENT SLOPES 33 KIM LOAM, 3 TO 5 PERCENT SLOPES 51 OTERO SANDY LOAN, 1 TO 3 PERCENT SLOPES 52 OTERO SANDY LOAN, 3 TO 5 PERCENT SLOPES 61 TASSEL FINE SANDY LOAM. 5 TO 20 PERCENT SLOPES 85 VdATER NORTH 4 50 109 81f Know wttafi15 below. Call bawl you Idig, 0 SOIL TYPE BOUNDARY GENERAL BOREHOLE SLURRY WALL BOREHOLE MONITORING WELL SOIL TYPE TOWN OF WINDSOR SCHEDULE: 89333344 PARCEL: 8613000907 UNITED \PLATER ljr SANITATION DISTRICT SCHEDULE; R033335.1 PARCEL: 8624000901 A ■ • • • M. • PARCEL 2• g EXCEPTION' ■ TOWN OF WINDSOR ACCOUNT: R6778632 PARCEL; 080719200055 ■ • • • ■ • • • • • ■ • ■ r ■ • a • • • • tor r } FOUND 04 +EBAR WITH YELLOW tASTIC CAP-' ■ `18_3642 :_ 4 + TOWN OF \IIINDSOR -ACCOUNT. 85778.63.1 PARCEZ: 0807113200057 f WELL PERMIT M2 50985— MN Jf I_ 1r t Jr — f ly r ■ MIMIXIMIMIMIMIKIMIMINIMINIMIMIKIMIMINIMINIMIMIKIMIMINIMINIMIOI i ■ MIMIMIMIMIMIMIMIM ■ ■ i • • • • MiniMIMIMIMIM • • ■ ■ ■ • • • • • i • i r ON #6 REBAR, LS 3O12O, 2O12 IN MONUMENT BOX rf PARCEL 2 POINT OF COMMENCEMENT ./1 ,,,,i- NORTHWEST CORNER SECTION 19, T.6N„ R.67W, FOUND 3 1/4" ALUMINUM CAP r r 1 1 cc V HARK COAT FIBER GPIIC/CASLE w IL- S174 -71.014A .:92 r y,- cot. —mow CENTURY LINK CABLE/FIBER WEST SIXTEENTH CORNER SECTIONS 18/19, T.6N., R.67W. CALCULATED POSITION NOTHING SET OR FOUND ■ GMP— x + ' .. it,�r,1 I;IaIF I 1 C0NC5_ T F5.04 tIL El •/. ..:::....... , ....'.:'....:......:....:.'.......::....::. ...'. 75 OP GE EA SEM ... ........ ........ ........ ........ ........ ... ..... :.:..:.:.:..... . • AMFN(7FIJ NTNF ARFA 17 J— ACkFS r f TD BE NINELT QT 1 HfJRT70NTAl TO 1 t•FRTTCAI •'''"• .................................................................................................................................................................. • .... ............ .......... ` # ........ ........ 7r i U/ rY L4SEWENT :# .. -• SITE ROUND.•1RY ....::.....' ............. ICI P.13DLrC..SFRI.7CE ca •. /" ::::.::::: , I ........::::::::::: . is FOUND #'4 REBAR MTH N. / •.:•:.•.::.: . I i"ELLCW PLASTIC CAP -7 . 4 , 1 1 r y .., •• •:•::ii..ii.:•;i• l• • • :SI EXISTING SHOP • • it CC:'UC'r1SF .. ^1 ,:.:.:`:.::'::':'i;'i`'r`::°'•i:•iEii•ihifii;ii'ri:iii•i:i:ti'.ihiiii:i'.i•ihi�ii•}:ihi:iii•iii::•:ii4'riii:i'.i•ihiii'4�i'ri:iii^�i:iirl::i{{�.:,.• . 15. . U'4` i # - r +IE.NIPVR.`Lth8Y .a... R9E'Orr . ........ ........ ........ .. ..... ........ .. ..................................................................................... . 1 r........................................................................ ....:...x''i ■ 17GP GAS\// • ## P5. 04' .................................................................................T- r.,:; :::.;::,;2.:;:;;: # • f =15-04 M S f PVREA ELEC —IC —I yam ♦# .s+ • y�; P -� EXISTINr; �' • • ones .s • _ SCALE HOUSE _.a51v7i■IM■i■II■ N 1- 1• I-•_ P' {r,■'ItP� E se _r 11 GEORGE 1 BETTY HALL ACCOUNT: RO19198g PARCEL: OSI17 L 90000 5I3 ALL TRAFFIC TO USE EXISTING ENTRANCE PROPOSED H 'UI ROAD R .I 4 A U! R "V r '4 4 •. II II R vdijna.M.e.e.P1.tiff I.not la wee" 1..! 1V PA'POR -1 11F1. AlfaF1! 44 • 1I EXISTING HAUL ROADS EK[STINr, BATCH PLANT 69` WITNESS CORNER WEST SIXTEENTH CORNER SECTIONS 16/19, T,6N., R.67W FOUND 3 1/4" ALUMINUM CAP ON #6 RESAR, LS 7242, 1999 PARCEL 2 I'DIIIT DF OECINHIP 3GY A SS EASEI4ENF ARY R/CWARDS 8.r .: 1245. PAGE 1087 SILT STOORAGE 10' t. 4 ITY EASEMENT 0 ri,'F IC SERVICE CO PEG. 0. 24-10575 PLLlVV1Y I . RY J. PARCEL: 000719100 • CIVIL RES'URCES, LLC 323 5th STREET P.O. Box GOO FREDERICK, CO 8O53O 303.833.1416 X?d'•NUI+. CIVILRESOLIRCES.COM SESTWAY CONCRETE, INC. 301 CENTENNIAL DR. MILLTKEN, CO 20543 970 587 7277 CONTACT: MARK JQI INSON AMENDMENT TO M2000-144 ■a ! ■ EXISTING LA POUDRE MINE BOUNDARY EXISTINf, I O LAN POURTIDRE MINE ROUNDARV 1 1 IMRE. ! REVISIONS NO. DESCRIPTION DATE 1 tiWQQ PI\1=U! 5 1-'7 II _ - _ DESIGNED BY: ARP DRA4l'N BY; ARK CI IECkED RY: ARP DATE: C 3 -'C -?X17 SCALE; AS NOTED AS NOTED JOB NO.: 313.001.28 CAW; NAME:DRNS-APP-FIGS.IYRG MINING PLAN ' .' SI ICET: 3b EXHIBIT D MINING PLAN This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.4 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Description of the method(s) of mining to be employed in each stage of the operation as related to any surface disturbance on affected lands; The proposed permit area includes a significant deposit of sand and gravel located in the alluvium of the Cache La Poudre River in Weld County. The site is located north of the Cache La Poudre River, east of WCR 13 and south of Highway 392. It encompasses 19.7 acres +1-. ExistingConditions and Site Preparation: Existing Conditions The current North La Poudre Mine has been mined out and partially reclaimed as groundwater feed ponds. The La Poudre Mine to the south has been mined out as well and is currently being reclaimed. The Lee property was a fallow piece of ground to the west of the North La Poudre Mine. Site Preparation Initial disturbance of the property will include: clearing the site of existing structures (with exception of the structures to remain), dewatering the site, and stripping the topsoil and overburden material. Minin Dewatering trenches will be excavated down to bedrock to dewater the portion of the site being mined. Groundwater collected in the dewatering trench will be pumped into a settling pond and ultimately discharged to the Poudre River located on the south end of the property. Once water levels are controlled through the dewatering system, scrapers will strip the topsoil and overburden material and stockpile them for use during site reclamation. Any excess material not needed for reclamation may be sold or hauled off -site during the life of the mine. The sand and gravel material will be excavated down to bedrock. Each phase will be wet -mined using scrapers, bulldozers, front-end loaders, excavators, or similar equipment. The operator will develop and comply with a Stormwater Management Plan and Spill, Prevention, Control and Countermeasures Plan. The operator will notify the Division of Mine Safety and Reclamation in the event of a reportable spill. Processing: All material mined under this proposed application will be transported by conveyor or haul truck to the processing area. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit D - 1 Import Material: Bestway Concrete & Aggregates may import material from and export material to other sites. The applicant is aware that in accordance with Rule 3.1.5(9) of the Construction Material Rules and Regulations, if any offsite material is used as backfill, a notarized letter will be submitted to the Division indicating the materials are inert. The applicant will supply such a letter to the Division if, at the time of Reclamation, the applicant intends to use off -site material as backfill. (b) Earthmoving; Topsoil and overburden will be stripped with scrapers or bulldozers and stockpiled in segregated piles at the edge of the active mine. Excavators, front-end loaders, and bulldozers will be used to excavate the material. Conveyor belts or haul trucks will be utilized to transport the raw material from the active mine phase to the processing area. The site will be mined at a 1 H:1 V slope. ('c) All water diversions and impoundments; and The perimeter of the mined area will be dewatered by digging a trench to bedrock. The water will be pumped into a settling pond and discharged in accordance with a CDPS permit. Wash water for the processing area will be recycled through a series of small ponds within the processing area. The water required to operate the facility will likely be provided by the existing water rights associated with the property. No ditches will be disturbed without prior authorization of the appropriate ditch company. (d) The size of area(s) to be worked at any one time. The entire 19.7 acres will be worked at one time. (e) An approximate timetable to describe the mining operation. The timetable is for the purpose of establishing the relationship between mining and reclamation during the different phases of a mining operation. The Operator anticipates that mining will commence as soon as all permits are in place. The Operator anticipates extracting approximately 500,000 tons of aggregate per year, however, production rate may vary based on market demands. Timetable for Mining and Reclamation Mining will begin as one phase and take approximately one to two years. Reclamation will take another year to complete. Reclamation will begin immediately after mining is complete. When possible, concurrent reclamation practices will be used to minimize site disturbance and to limit material handling to the greatest extent possible. Please refer to the Mining Plan Map in Exhibit C for phase areas to be mined, locations and areas. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit D - 2 (f) Use Mining Plan Map in conjunction with narrative to present: (L) Nature, depth and thickness of the deposit and thickness and type of overburden to be removed Exploratory borings were performed by Bestway Concert and subcontracted to Drilling Engineers. The bedrock depths in the proposed mine areas ranged from approximately 15 feet to 19 feet below the ground surface. (ii.) Nature of the stratum immediately beneath the material to be mined in sedimentary deposits The site is located approximately 15 miles east of the foothills of the Colorado Front Range on the western flank of the Denver Structural Basin. The basin is a downwarp of sedimentary strata that tends north-northwest, parallel to the mountain front. In the project area, the sedimentary bed dips gently eastward toward the axis of the basin east of the site. Based on regional geologic mapping (Colton, 1978), the near surface bedrock in the project area is the Paleocene and Upper Cretaceous Denver and Arapahoe Formations. The bedrock is overlain by upper Pleistocene and Holocene (Quarternary age) gravel deposits and eolian (wind blown) overburden soils. The gravel deposits exist primarily within the Broadway Alluvium deposit. The bedrock unit consists mainly of claystone and may contain lenses of siltstone and sandstone. (g) Identify the primary and secondary commodities to be mined/extracted and describe the intended use. The primary commodities are sand, gravel and fill; intended for construction materials. (h) Name and describe the intended use of all expected incidental products to be mined/extracted by the proposed operation. There are no expected incidental products to be mined. Specify if explosives will be used in conjunction with the mining (or reclamation) No explosive material will be used on -site. r� Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application ExhibitD-3 EXHIBIT E - RECLAMATION PLAN This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.5 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: The proposed mining and reclamation plan focuses on minimizing the ecological impacts of mining, minimizing the length of time of impact, and maximizing long-term benefits. The existing mine inside the permit boundary will continue with the silt from washing going to the west pond. The area south of the west pond where the processing plant is located will be reclaimed once mining is complete at the Lee Amended Parcel. The areas in the current mine will be reclaimed in a similar fashion to the description below except the current water surfaces less any silt storage will be exposed. (a) A description of the type(s) of reclamation the Operator proposes to achieve in the reclamation of the affected land, why each was chosen, the amount of acreage accorded to each, and a general discussion of methods of reclamation as related to the mechanics of earthmoving; The mined area will be reclaimed to existing grade.. Refer to Exhibit F for the acreages and additional details. Earthmovi ng The topsoil will be replaced by a scraper and generally graded with a blade. All grading will be done in a manner that controls erosion and siltation of the affected lands, to protect areas outside the affected land from slides and other damage. In addition, all backfilling and grading will be completed as soon as feasible after the mining process. All disturbed areas will be regraded and smoothed to a finished grade that is suitable for revegetation or the final land use. As noted previously, the area will be reclaimed as mining commences. Finish grading, topsoil placement and seeding will occur once the resource is completely removed. A typical cross-section of the shoreline is included on the Reclamation Plan Map. ('b,) A comparison of the proposed post -mining land use to other land uses in the vicinity and to adopted state and local land use plans and programs. Once returned to existing (pre -maned) grade, the site can return to being farmed. The water storage reservoirs will be compatible with the other land uses in the vicinity, which includes farmland, industrial land, and rural residential. (c) A description of how the Reclamation Plan will be implemented to meet each applicable requirement of Section 3.1. The Operator will carry reclamation to completion with reasonable diligence. Reclamation will be completed within one to two years from completion of mining, but not more than five years from the date the Operator informs the Board or Office that such phase has commenced. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit E -1 Section 3.1.5 Reclamation Measures Material Handling: Grading will be performed to help control erosion and siltation of the affected lands through phased mining, implementing good operation techniques to handle material as little as possible, and vegetation of stockpiles remaining in place for more than one growing season. Although the use of erosion protection devices is not anticipated, if deemed necessary by the operator at the time of excavation, silt fence and haybale dams will be installed to prevent erosion. Backfilling and grading will be completed as soon as feasible after the mining process is complete. Maximum slopes and slope combinations will be compatible with the configuration of surrounding conditions and selected land use. Mining will occur at a slope that is stable. The site will be reclaimed to grades consistent with pre -mining elevations. The operator will backfill using fill material generated on -site, or imported inert fill generated outside the permit area. If any inert off -site material is used as backfill, a notarized letter will be submitted to the Division as required by Section 3.1.5(9) of the MLRB Construction Material Rules and Regulations. It is not anticipated that mining will uncover any refuse or acid-forming or toxic producing materials, however if any such materials are encountered the operator will take precaution to handle the materials in a manner that will control unsightliness and protect the drainage system. Drill or auger holes that are part of the mining operation shall be plugged with non- combustible material, which shall prevent harmful or polluting drainage. Any test pits, soils boring holes, or monitoring wells not located within the mine excavation limits will be plugged as soon as it can be confirmed that they are no longer needed for the operation. Mined material to be disposed of within the affected area will be handled in such a manner so as to prevent any unauthorized release of pollutants to the surface drainage system. No unauthorized release of pollutants to groundwater shall occur from any materials mined, handled or disposed of within the permit area. Section 3.1.6 Water -General Requirements: The Operator will comply with applicable Colorado water laws governing injury to existing water rights and with applicable state and federal water quality and dredge and fill laws and regulations. The operator will develop and comply with a stormwater management plan and will use best management practices (BMPs) to ensure groundwater and surface water are protected to the greatest possible extent. BMPs include schedules of activities, prohibitions of practices, maintenance procedures and other management practices to prevent or reduce the pollution in runoff from the site. Section 3.1.7 Groundwater - Specific Requirements: The Operator will comply with the applicable standards and conditions for classified and unclassified groundwater. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit E - 2 Section 3.1.8 Wildlife: The mining and reclamation plans have been designed to account for the safety and protection of wildlife on the mine site. The Operator will use concurrent reclamation methods to minimize the impact on wildlife.. The proposed reclamation plan may improve wildlife habitat. The proposed seed mix and plantings will create improved cover, foraging, roosting, and nesting areas for wildlife. The water area within the reservoir will serve as habitat for waterfowl and other bird species and the fringes of the reservoir will be used by mammal, bird, reptile and amphibian species. Control and/or removal of noxious and weedy species during the project and the replacement of desirable graminoid, forb, shrub and tree species during reclamation will result in enhancement of wildlife habitat on the project site. Section 3.1.9 Topsoiling: Topsoil shall be removed and segregated from other spoil. Topsoil stockpiles shall be stored in places and configurations to minimize erosion and located in areas where disturbance by ongoing mining operations will be minimized. Once stockpiled, topsoil shall be rehandled as little as possible. Stockpiles that will remain in place for more than one growing season will receive vegetative cover, as outlined on the Reclamation Plan Map, as soon as possible to minimize erosion. Section 3.1.10 Revegetation: In those areas where revegetation is part of the reclamation plan, the land shall be revegetated in a manner that establishes a diverse, effective, and long-lasting vegetative cover that is capable of self -regeneration without continued dependence on irrigation or fertilizer and is at least equal in extent of cover to the natural vegetation of the surrounding area. The proposed seed -mix and plantings for reclamation are outlined on the Reclamation Plan included in Exhibit F of this application. Section 3.1.11 Buildings and Structures: Please refer to the enclosed Reclamation Plan included in Exhibit F. Section 3.1.12 Signs and Markers: The Operator will post appropriate signage at the entrance to the mine site. The permit area will be marked by existing fencing, or proximity to existing County roads. (d) Plans for topsoil segregation, preservation and replacement; for stabilization, compaction and grading of spoil; and for revegetation. Topsoil will be removed and segregated from other spoil. Topsoil not needed for reclamation may be sold or removed from the site. For reclamation, topsoil will be replaced by a scraper and generally graded with a blade. Grading shall be done in a manner that controls erosion and siltation of the affected land and protects areas outside the affected land from slides and other damage. In addition, backfilling and grading shall be completed as soon as feasible after the mining process. Final grading will create a final topography that is appropriate for the final land use. For example, grades on the site will be returned to existing (pre -mining) grade. Topsoil will be uniformly placed and spread on areas disturbed by the mining. The minimum thickness shall be 6 inches above the surrounding finished grade, consistent with existing topsoil depths on -site. The topsoil shall be keyed to the underlying and surrounding material by the use of harrows, rollers or other equipment suitable for the purpose. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit E - 3 In those areas where revegetation is part of the reclamation plan, the Operator will revegetate the land in such a manner so as to establish a diverse, effective, and long- lasting vegetative cover that is capable of self -regeneration without continued dependence on irrigation or fertilizer and is at least equal in extent of cover to the natural vegetation of the surrounding area. Seed will be drilled and mulched. The revegetation seeding and plant list on the Reclamation Plan Map contains the preferred species of grasses, shrubs and trees to be planted. Seeding will take place once final grading and replacement of topsoil have been completed. Timing of seeding will be consistent with standard horticultural practice for dryland applications - generally between late September and the middle of April to ensure there is adequate moisture for germination. (e) A plan or schedule indicating how and when reclamation will be implemented. include: i. An estimate of the periods of time which will be required for the various stages or phases of reclamation. Please refer to the Timetable for Mining and Reclamation in Section (e) of Exhibit D. ii. A description of the size and location of each area to be reclaimed during each phase. Please refer to the Reclamation Plan Map (Exhibit F). Outlining the sequence in which each stage or phase of reclamation will be carried out, Please refer to the Timetable for Mining and Reclamation in Section (e) of Exhibit D. (t) A description of: i. Final grading - maximum anticipated slope gradient or expected ranges thereof; The finished slopes of the reservoir will be 3 horizontal to I vertical. it Seeding - types, mixtures, quantities and time of application; Please refer to the Reclamation Plan Map for the list of plant materials and seeds to be utilized. The operator will seed during the appropriate season to ensure adequate moisture for germination and implement weed controls to allow the grasses to successfully establish. Additional plantings may be installed once the reservoirs are full of water and the grasses are established. Fertilization -types, mixtures, quantities, and time of application; The type and application rate of fertilizer shall be determined based on a soil test at the time of final reclamation. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit E 4 iv. Revegetation - types of trees, shrubs, etc.; and Please refer to the Reclamation and Landscape Plan Maps for the types, quantities and location of trees and shrubs to be planted.. v. Topsoiling - specify anticipated minimum depth or range of depths for those areas where topsoil will be replaced. Topsoil will be uniformly placed and spread on all areas disturbed by the mining above the anticipated high water line. The minimum thickness shall be 6 inches above the surrounding finished grade. WEED MANAGEMENT PLAN Bestway Concrete & Aggregates has a full-time weed manager on staff. This person is responsible for monitoring and controlling noxious weeds as they appear. Bestway Concrete typically prefers to control weeds mechanically, by mowing and/or discing. If necessary, weeds will be killed with a contact herbicide. Bestway Concrete has all of the necessary equipment in house to perform these tasks. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit E - 5 EXHIBIT F RECLAMATION PLAN MAP Please refer to the attached Reclamation Plan Map. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit F -1 J,16estsvay-2131Winsdor\LEE 4ME JDMENTIDravings\SFieets\DRMS-APP-FIGS.dwg, 5/&20174:11:47 PM CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON. OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO, THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. ANDREW R RODRIGUEZ, P.E. CIVIL RESOURCES, LLC. APPLICANT: BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, 00 80543 FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL O. 08123'01015E N EFFECTIVE DATE: JANUARY 20, 2018 NOTES: 03/20/17 DATE 1. PRIOR TO CONSTRUCTION ALL UTILITY. GAS WELL. OIL WELL. & WATER WELL LOCATIONS MUST @E VERIFIED, 2. ALL DISTURBED AREAS SHALL BE SEEDED WITH THE SPECIFIED SEED MIX IMMEDIATELY AFTER MINING IS COMPLETE FOR EACH PHASE, BETWEEN LATE SEPTEMBER AND MID -APRIL. LEGEND: PERMIT BOUNDARY MD YR. FLOODPLAIN EXISTING WATER EXISTING POWER POLE UHU- EXISTING OVERHEAD POWER G EXISTING GAS LINE GAS MARKER PETROLEUM WELL GAS/OIL EQUIPMENT TELEPHONE PEDESTAL SEEDING SPEC FOR UPLAND AREAS: COMMON NAME (VARIETY) SAND BLUESTEM SAND LOVEGRASS INDIAN RICECRASS PRAIRIE SANDREED GREEN NEEDLEGRASS LITTLE BLUESTEM YELLOW INDIANGRASS SINTCHCRASS SAND DROPSEED NORN Know whatS below. Call before you Mg. SCIENTIFIC NAME 1G 5{ LEIS PLS/ACRE (CHAMP, CHET) (BEND, NATIVE, NE27) 2.5 (NEZPAR, RIMROCK) (GOSHEN) 0.75 (LODORM) 1.5 (BLAZE, CIMARRON, CAMPER) 0.75 (CHEYENNE, HOLT, SCOUT) as (BLACKWELL, NEBRASKA 28) 1.5 0.5 TOTAL LBS PER ACRE: 12.0 EXISTING FENCE EXISTING TREE EXISTING STRUCTURES RECLAIMED FOND NUMBER OVERBURDEN STDCKPILE TOP OF GRADE OF RECLAIMED PONDS GRAVEL ACCESS ROAD UPLAND MONITORING WELL TOWN OF V11NDSOR SCHEDULE: Rf1333344 PARCEL: 8613000907 U WATER r NTT[h & SANITATION DISTRICT SCIICf3LJLE: R0.333352 PARCEL; 8524090901 PARCEL 2 EXCEPTION TOWN OF 101IN6SOR ACCOUNT: R6778632 PARCEL: 080719200055 ---,FOUND #4 iEBAR WITH + YELLOW PLASTIC CAP 15333642 I TO%1'N OF WINDSOR }f 1 -ACCOUNT: P0778634 PARCRL; 0807L9200057 r` WELL PERMIT NO. 50985 -MR CN LLC ACCOUNT: 86704102 PARCEL; 013O7183QO0Z4 NORTHWEST CORNER SECTION 19, T.6N., R,67W. FOUND 3 1/4" ALUMINUM CAP ON #5 REBAR, LS 30120, 2012 IN MONUMENT BOX PARCEL 2 POINT OF COMMENCEMENT / • / DARK COM FIBER OP7IC/CABLE .......:...............:..:............:..: i•i•••••••....... •i•i•••:E.E.....•••••••°....... •••••:.EE.E...E:.E.E.E._E.E.. •}.::. _.;.: E.:...::•i•i i•i::. E. :.:.-:.:...::.:.:.:.::.: ..::.:.:.:.::.:................................................ -- -_.- CENTURY LINK CARLE/ABER WEST SIXTEENTH CORNER SECTIONS 10/19. T.6N.. R.67W. CQEUL4TED POSITION NOTHING SET OR FOUND ...... ......... ......... ........ ........ ........ ........ ........ ........ ......... ......... ........ ........ ...... ........ ........ .... 24" CMP 20' DRAJN.4rY EA5El'EMT .... : ........................................................................................................................................................................... ............................................. .:..:-.. .- LM S ULAND :-": TORECAPFAIROA'{IMATEP ..:::: ................... „ ...,.,.,.,..,.,.,..riai:::i:•:ai.:.�i:a:r:�:i::.:raa.::ra:,:::aa.rx:a:,:r:a::.:a•::::r.::aa.::,:a:,.,..,.,.,.,,.,.,.,..,.,.,.,,.,.,.,..,.,.,.,,.,.,.. ... r � f UJ UFLIi• Y7, cR L7LE L .:.:.:.: _.Ej..E _.:. ::.:.:.:.::.:................. NATIVE i;R ODE .. ::: ........ :.. ......:.....:....:..- ::._...;:..,.. YELLOW PLASTIC ,CAP SITE BOUNDARY "........' ....: ..: ..... ... `. - - _. - ... ... .. . G.ei:•i?:i � ur:r: � i ii:tis,vrii:uri ri?:ti � iii?:i[ :�ii✓i,itiivi7?):f:�iii):i?i ii:(i�)iri)?;i�ii;;�:;i�)ri • GT SHOP EY.1 11G I _5 U .:.:...:.::.:.:.::.:...:.::.:.:.::.:....::.:.:.::.:...:.::. L ' f '.iaG=SST,:v:r::.::r:.re•..�:::r.r.,::r:a::a:.::rrr:,•.:cur.:•.,ru::.r::r:r..:r::re.:.u::nr ........... ............... ........................................:•-';.:..:..:•� ....:.:•:•:•::.:...:.: E.•-••. X'CEL fCASUA+E :. - .- SE...E.EE.E. it .................... DC,P GASLINE GEORGE & Bt1 IYHALL ACCOUNT' R01919$9 PARCEL: 08071900005E EXISTING SCALE HOUSE E1fISTING HAUL ROADS EXISTING BATCH PLAINT DAM . MICHELLE HAYDEN ACCOUNT: R496400.6 PARCEL, 080718300004 6D' WITNESS CORNER WEST SIXTEENTH CORNER SECTIONS 18/19, TAN,, R -67W. FOUND 3 1/4" ALUMINUM CAP ON #6 REBAR, LS 7242, 1999 PARCEL 2 POINT OF BECINNINC _ 1 + r 39' QCESS EASEMENT TOMARY RICHARDS B8001,1245 PAGE tLt97 9 , 1?' IC TY EASEMENT TO PUB ISER L9CE CO .. � REd. 34t£1575 EY.ISTING LA POUDRE' NINE BOUNDARY SILT STORAGE —` nEORr1E & BETTY HALL AC-CODUIIT, 124/43106 PARCEL: 0r3 07191006 66 DTSTTNG NORTH LA POUDRE MINE BOUNDARY E CSTING PO CIVIL RES'URCES, LLC 323 5th STREET P.O, Box GOO FREDERICK, CO 80530 303.833.1416 XV IiW.CIVILRESCLIRCES.COM 301 CENTENNIAL DR. MTLLTI'[N, CO 20543 970 587 7277 CONTACT: MARK JOHNSON REVISIONS DESCRIPTION DESIGNED BY: ARP DRA4l'IJ BY; ARK CI ICQKC6 RY: ARP DATE: C 3-:e- :17 SCALE; AS NOTED AS NOTED 18B NO.: 213.001.28 DV/C; NAME:DRMS-APP-FI3S.IYRG REC PLAN EXHIBIT G - WATER INFORMATION This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.7 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Locate on the map (Exhibit C) tributary water courses, wells, springs, stock water ponds, reservoirs and ditches Water well permit no. 244775. The Cache La Poudre River is approximately 1,200 feet to the south. Please refer to Exhibit C for locations of water courses in close proximity to the site, including wells, springs, stock water ponds, reservoirs and ditches. (b) identify all known aquifers The Site is underlain by the Cache La Poudre River alluvial aquifer. ('c) Show how water from dewatering operations or runoff from disturbed areas, piled material and operating surfaces will be managed to protect against pollution of either surface or groundwater both during and after the operation. Please refer to the Mining Plan Map in Exhibit C of this application. Mine areas will drain internally. Uncontrolled releases of surface water in disturbed areas will not occur. Stormwater collected in the active mine area will be managed through the dewatering system. (d) Estimate project water requirements including flow rates and annual volumes for the development, mining and reclamation phases of the project. Projected Use And Consumption: Annual evaporative depletions will be the evaporation from up to 4000 feet of 4 -foot wide de -watering trench. The total area of exposed water is 0.5 acres. The gross annual evaporation at the gravel mine is 38.5 inches according to NOAA Technical Report NWS 33, Evaporation Atlas for the Contiguous 48 United States. Monthly evaporative losses are determined using percentages specified by the State Engineer's Office for locations below 6,300 feet. The nearest weather station is in Windsor where the average annual precipitation is 13.97. Effective precipitation, that part of historical precipitation which was consumed by native vegetation on land to be covered by water surface, is conservatively estimated to be 70 percent of the total precipitation. The annual average effective precipitation at the property is estimated to be 9.78 inches. When subtracting the effective precipitation from the gross evaporation yields, the net annual evaporation is 28.72 inches, or 2.39 acre-feet per acre. The annual amount of evaporation from open water surfaces is 1.20 acre-feet. Mining Production & Operations: Bestway Concrete & Aggregates expects to extract a maximum of 500,000 tons annually of aggregate material from the site. The water retained in the 500,000 tons will be replaced pursuant to the Substitute Water Supply Plan (WP). The total annual amount of water retained in the gravel product from mining activities totals 14.71 acre-feet. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit C-1 In addition, an estimated 1.93 acre-feet of water per year will be used for dust control based (approximately) on 3,500 gallons per day for 20 days per month for 9 months. Annually the total evaporative and operational losses from mining activities (open water surface evaporation, water retained in the aggregate product, dust suppression) totals 17.98 acre-feet of depletion which must be augmented. All depletions were lagged to the Poudre River using the lagging factors approved by the State Engineer pursuant to on -going Substitute Water Supply (SWSP) approvals. Indicate the projected amounts of the water sources to supply project water requirements Replacement Water: The source of replacement water for depletions will be long term lease between Bestway Concrete & Aggregates and Central Colorado Water Conservancy District. The State Engineer must approve a SWSP every year. These approvals require that the applicant provide a detailed explanation of the mining operations, a quantification of all mining activities and subsequent depletions and all legally available replacement sources. Affirmatively state that the Applicant has acquired or applied for a National Pollutant Discharge Elimination System permit from the Water Quality Control Division The Operator will apply for a National Pollutant Discharge Elimination System (NPDES) permit from the Water Quality Control Division of the Colorado Department of Public Health and Environment prior to discharging water from the site. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application ExhibitG-2 EXHIBIT H - WILDLIFE INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.8 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (p1,) The Operator/Applicant shall include in this Exhibit, a description of the game and non -game resources on and in the vicinity of the application area, including; a) A description of the significant wildlife resources on the affected land; The site is border to the north by a State highway, the west a major county road and the south an active gravel mine. The area is currently fallow land with a few houses to be demolished. There is no significant wildlife habitat. b,) Seasonal use of the area; The site is border to the north by a State highway, the west a major county road and the south an active gravel mine. The area is currently fallow land with a few houses to be demolished. There is no seasonal use of the area. c) Threatened or endangered species; There is no evidence of threaten or endangered species. d) General effect during and after the proposed operation on the existing wildlife of the area; The effect will be insignificant as the surrounding area s is gravel mined or industrial and the reclaimed use will be fallow ground or dryland crops. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit H -1 EXHIBIT I - SOILS INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.9 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (9) In consultation with the Soil Conservation Service or other qualified person, indicate on a map (in Exhibit C) or by a statement the general type, thickness and distribution of soil over affected land. The soil types on the site are shown on the attached Soil Map, Lee Amendment -North La Poudre Mine for a description of the soil type on site. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit I -1 JAB stsvay-2131Vt'insder\LEEAMEkDMEM1Travdings\Sheets\DRMS-APP-FIGS4wg 3/18/n17 PM PARCEL 2 Ear\L'LVTI(DIN FOUND' #4 ,' tEBAR WITH YELLOW PLASTIC CAP X33`642 L. WELL PERMIT NO. 50985-Mh' I i! I NORTHWEST CORNER SECTION 19, 1.6N., R.67w. FOUND 3 1/4` ALUMINUM CAP ON #6 REBAR, IS 30120, 2012 IN MONUMENT BOX PARCEL 2 POINT OF COMMENCEMENT XC4' GASLIME DARK COW FIBER OP77C/CABLE UPYLITY EASEMENT TO PUBLIC $ERVICEE CO. _R€C 0 7408283 PVREA ELECTRIC DCP GA.INE L- / / II I4.••• .► / ' 0 sits SOILS NAP LEGEND MAP UNIT SYMBOL MAP UNIT NAME 3 AQUOLLS AND AQUENTS, GRAVELLY SUBSTRATUM 10 B,ANKARD SANDY LOAM, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED 31 KIM LOAM, 0 TO 1 PERCENT SLOPES 32 KIM LOAM, 1 TO 3 PERCENT SLOPES 33 KIM LOAM, 3 TO 5 PERCENT SLOPES 51 OTERO SANDY LOAM, 1 TO 3 PERCENT SLOPES 52 OTERO SANDY LOAM, 3 TO 5 PERCENT SLOPES 61 TASSEL FINE SANDY LOAM, 5 TO 20 PERCENT SLOPES 85 WATER STA YE HIGHW A Y 192 Ind FOUND #4 REBAR WITH YELLOW PLASTIC CAP LS 724 EXISTING' SCALE I IQUSE e COWCAS r CABLE/f7BER CENTRY LINK CABLE/FIBER WEST SIXTEENTH COINER SECTIONS " 18/I9. T,6N,. R,67w- CALCULATED POSTION NOTHING SET OR FOUND 36" CMP 24" CMP ACTIVE MINING AREA SITE BOUNDARY 4. Arge 5' DRAINAGE EA 5OOK 7526, PAGE yr 2D' DRAINAGE EASEhlE+ REC. NO 1558826 SI 'OP BUILDING IA )Y)vtLI'r C %1 va /•I& is1RJ-rfgr? Avair Alb 60` WITNESS CORNER WEST SIXTEENTH CORNER SECTIONS 16/19, T.6N., R.67w, FOUND 3 1/4- ALUMINUM CAP ON 16 REBAR. LS 7242, 1999 PARCEL 2 POINT OF BEGINNING 30' A SS EASEMENT TO ARY RCHARDS 5G 7245. PAGE 1057 10' U77 l77 EASEMENF a PUB. C SERWICE CO REC. a 2410575 NOR TJi LA f UDR! ETI MIMINE000-144 EXISTING NOPTI I LA POUDRE mi MINE ROUNIlARY I EXISTINr HAUL ROADS XCEL GAS 1 1/ EXISTThI BATCH PLANT 1 L_ WELL PERMIT NO. 7823 -F ( IN FEET) NORTH CIVIL RESURCES, LLG LEE AMENDMENT DATE: March 2017 EXHIBIT I SOILS MAP Soil Map Larimer County Area, Colorado; and Weld County, Colorado, Southern Part 0 500 1000 2000 3000 Map projection: Web Mercator Comer coordinates: WGSB4 Edge tics: UTM Zone 13N WGSB4 Soil Map Larimer County Area, Colorado; and Weld County, Colorado, Southern Part MAP LEGEND Area of Interest (A01) Area of Interest (ACC) Soils Soil Map Unit Polygons Soil. Map Unit Lines 0 Soil Map Unit Points Special Point Features tO Y• X C. �1 Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot t r.i P' Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation +-.-} Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 10, Sep 22, 2015 Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Your area of interest (AO1) includes more than one soil survey area. These survey areas may have been mapped at different scales, with a different land use in mind, at different times, or at different levels of detail. This may result in map unit symbols, soil properties, and interpretations that do not completely agree across soil survey area boundaries. Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed : Apr 22, 2011 Apr 28, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 11/9/2016 Page 2 of 4 Soil Map Larimer County Area, Colorado; and Weld County, Colorado, Southern Part MAP LEGEND► MAP INFORMATION imagery displayed on these maps. As a result, some minor shifting of .map unit boundaries may be evident. USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 3 of 4 Soil Map—Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Map Unit Legend Larimer County Area, Colorado (CO644) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 54 Kim loam, 3 to 5 percent slopes 0.5 0.1 % 64 Loveland clay percent slopes loam, 0 to 1 6.2 1.6% 78 Otero sandy loam, percent slopes 3 to 5 0.6 0.2% 80 Otero 25 -Nelson sandy percent slopes loans, 3 to 0.5 0.1% 105 Table Mountain percent slopes loam, 0 to 1 0.0 0.0% 106 Tassel sandy percent slopes loam, 3 to 25 0.8 0.2% 136 Water 0.2 0.0% Subtotals for Soil Survey Area 8.9 2.3% Totals for Area of Interest 377.9 100.0% Weld County, Colorado, Southern Part (CO618) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 3 Aquolls and Aquents, gravelly substratum 190.7 50.5% 10 Bankard sandy percent slopes, flooded loam, 0 to 3 frequently 22.1 5.8% 31 Kim loam, 0 to 1 percent slopes 2.0 0.5% 32 Kim loam, 1 to 3 percent slopes 16.8 4.4% 33 Kim loam, 3 to 5 percent slopes 3.2 0.8% 51 Otero sandy loam, percent slopes 1 to 3 10.1 2.7% 52 Otero sandy loam, percent slopes 3 to 5 12.2 3.2% 61 Tassel fine sandy percent slopes loam, 5 to 20 14.0 3.7% 85 Water 97.8 25.9% Subtotals for Soil Survey Area 369.0 97.7% Totals for Area of Interest 377.9 100.0% USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/9/2016 Page 4 of 4 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Map Unit Description The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 1 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Soils that have profiles that are almost alike make up a soil series. All the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of a given series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional information about the map units described in this report is available in other soil reports, which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the soil reports define some of the properties included in the map unit descriptions. Report Map Unit Description Larimer County Area, Colorado 54 —Kim loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: jpwy Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Farmland of statewide importance USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/9/2016 Page 2 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Map Unit Composition Kim and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Fans Landform position (three-dimensional): Base slope Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed alluvium Typical profile HI - 0 to 7 inches: loam H2 - 7 to 60 inches: loam, clay loam, sandy clay loam H2 - 7 to 60 inches: H2 - 7 to 60 inches: Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mrnhoslcm) Available water storage in profile: Very high (about 26.5 inches) Interpretive groups Land capability classification 'irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (8067 Y002CO) Hydric soil rating: No Minor Components Thedalund Percent of map unit: 4 percent Hydric soil rating: No Stoneham Percent of map unit: 3 percent Hydric soil rating: No USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 3 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Fort collins Percent of map unit: 2 Hydric soil rating: No Aquic haplustoils Percent of map unit: 1 Landform: Swales es Hydric soil rating: Yes percent percent 64 —Loveland clay loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: jpx9 Elevation: 4,800 to 5,500 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Loveland and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Loveland Setting Landform: Flood plains, stream terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium Typical profile H1 - 0 to 15 inches: clay loam H2 - 15 to 32 inches: clay loam, silty clay loam, loam H2 - 15 to 32 inches: very gravelly sand, gravelly sand, gravelly coarse sand H2 - 15 to 32 inches: H3 - 32 to 60 inches: H3 - 32 to 60 inches: H3 -32 to 60 inches: Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksa t): Moderately high (0.20 to 0.60 inlhr) Depth to water table: About 18 to 36 inches USDA Natural Resources a Conservation Service National Cooperative Soil Survey Web Soil Survey 11/9/2016 Page 4 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Frequency of flooding: Occasional Frequency of poncing: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: very slightly saline to slightly saline (2.0 to 4.0 mmhas/cry) Available water storage in profile: Very high (about 16.7 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C Hydric soil rating: No Minor Components Poudre Percent of map unit: 5 percent Hydric soil rating: No Aquolls Percent of map unit: 5 percent Landform: Swales Hydric soil rating: Yes 78 —Otero sandy loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: jpxs Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Otero and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the ma punitr Description of Otero Setting Landform: Fans Landform position (three-dimensional): Base slope, side slope Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium and/or eolian deposits Typical profile H1 - 0 to 15 inches: sandy loam H2 - 15 to 60 inches: sandy loam, fine sandy loam, loamy very fine sand USDA Natural Resources Web Soil Survey a CoConservation Service National Cooperative Soil Survey 11/9/2016 Page 5 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part H2 - 15 to 60 inches: H2 - 15 to 60 inches: Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layerto to transmit water (KsaQ: High (2.00 to 6.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhoslcm) Available water storage in profile: Very high (about 15.3 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification Monirrigated,): 4e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY0►2r4 O) Hydric soil rating: No Minor Components Ascalon Percent of map unit: 5 percent Hydric soil rating: No Kim Percent of map unit: 5 percent Hydric soil rating: No Nelson Percent of map unit: 5 percent Hydric soil rating: No 80--Otero-Nelson sandy loarns, 3 to 25 percent slopes Map Unit Setting National map unit symbol: jpxw Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Not prime farmland Map Unit Composition Otero and similar soils: 50 percent Nelson and similar soils: 35 percent Minor components: 15 percent USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 6 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Estimates are based on observations, descriptions, and transects of the mapunit. Description of Otero Setting Landform position (three-dimensional: Side slope Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium and/or eolian deposits Typical profile HI - 0 to 15 inches: sandy loam H2 - 15 to 60 inches: sandy loam, fine sandy loam, loamy very fine sand H2 - 15 to 60 inches: H2 - 15 to 60 inches: Properties and qualities Slope: 3 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Runoff class: Low Capacity of the most limiting layerto transmit water (Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 t0 4.0 mmhos/cm) Available water storage in profile: Very high (about 15.3 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Description of Nelson Setting Landform position (three-dimensional): Side slope Down -slope shape: Linear Across -slope shape: Linear Parent material: Residuum weathered from sandstone Typical profile H1 - 0 to 5 inches: sandy loam H2 - 5 to 22 inches: fine sandy loam, sandy loam H2 - 5 to 22 inches: weathered bedrock H3 - 22 to 26 inches: USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 7 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Properties and qualities Slope: 12 to 25 percent Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 in/hi) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhoslcm) Available water storage in profile: Low (about 4.6 inches) Interpretive groups Land capability classification ('irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Tassel Percent of map unit: 10 percent Hydric soil rating: No Rock outcrop Percent of map unit: 5 percent Hydric soil rating: No 105 —Table Mountain loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: jpty Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Table mountain and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Table Mountain Setting Landform: Flood plains, stream terraces USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 8 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Alluvium Typical profile H1' - o to 36 inches: loam H2 - 36 to 60 inches: loam, clay loam, silt loam H2 - 36 to 60 inches: H2 - 36 to 60 inches: Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (ksat): Moderately high to high (0.60 to 2.00 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 m mhos/cm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Very high (about 18.0 inches) Interpretive groups Land capability classification (irrigated): 1 Land capability classification (nonirrigated): 3c Hydrologic Soil Group: B Ecological site: Overflow (R049XY036C0) Hydric soil rating: No Minor Components Caruso Percent of map unit: 7 Hydric soil rating: No Fluvaquentic haplustolls Percent of map unit: 4 Landform: Terraces Hydric soil rating: Yes percent percent Paoli Percent of map unit: 4 percent Hydric soil rating: No 106 Tassel sandy loam, 3 to 25 percent slopes Map Unit Setting National map unit symbol: jptz Elevation: 4,800 to 5,800 feet USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 9 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 150 days Farmland classification: Not prime farmland Map Unit Composition Tassel and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Tassel Setting Landform position (three-dimensional): Side slope Down -slope shape: Linear Across -slope shape: Linear Parent material: Material weathered from sandstone Typical profile H1 - 0 to 3 inches: sandy loam H2 - 3 to 12 inches: fine sandy loam, loamy very fine sand, sandy loam H2 - 3 to 12 inches: weathered bedrock H2 - 3 to 12 inches: H3 - 12 to 16 inches: Properties and qualities Slope: 3 to 25 percent Depth to restrictive feature: 10 to 20 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: V e ry high. Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ,pore ding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Low (about 3.8 inches) Interpretive groups Land capability classification ("irrigated).- None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: D Hydric soil rating: No Minor Components Nelson Percent of map unit: 10 percent Hydric soil ra ting : No USDA Natural Resources Web Soil Survey a CoConservation Service National Cooperative Soil Survey 11/9/2016 Page 10 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part 136 Water Map Unit Composition Water: 95 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Water Setting Landform: Lakes, rivers Minor Components Aquents Percent of map unit: 5 percent Landform: Marshes Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes Weld County, Colorado, Southern Part 3Aquolls and Aquents, gravelly substratum Map Unit Setting National map unit symbol: 3627 Elevation: 4,000 to 7,200 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 45 to 55 degrees F Frost -free period: 80 to 155 days Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquolls and similar soils: 55 percent Aquents, gravelly substratum, and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit.. Description of Aquolls Setting Landform: Flood plains, shales, streams Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 11 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Typical profile Hi - 0 to 48 inches: loam H2 - 48 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (KsaQ: Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 6 to 48 inches Frequency of flooding: Frequent Frequency of ponding: None Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhoslcm) Available water storage in profile: Moderate (about 8.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (8067 SY03 SC O ) Hydric soil rating: Yes Description of Aquents, Gravelly Substratum Setting Landform: Stream terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium Typical profile Hsi - 0 to 48 inches: variable H2 - 48 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very high (0.57 to 19.98 inlhr) Depth to water table: About 6 to 24 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to moderately saline (0.0 to 8.0 mmhoslcm) Available water storage in profile: Moderate (about 6.6 inches) Interpretive groups Land capability classification (irrigated): 6w USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 12 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Land capability classification (nonirtigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (R067BY03SCO) Hydric soil rating: Yes Minor Components Ban kard Percent of map unit: 10 percent Hydric soil rating: No Ustic torrifluvents Percent of map unit: 5 percent Hydric soil rating: No 10 Bankard sandy loam, 0 to 3 percent slopes, frequently flooded Map Unit Setting National map unit symbol: 2s51 n Elevation: 4,090 to 5,410 feet Mean annual precipitation: 12 to 17 inches Mean annual air temperature. 48 to 52 degrees F Frost -free period: 130 to 160 days Farmland classification: Prime farmland if irrigated and the product of (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Composition Bankard, frequently flooded, and similar soils: 80 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Bankard, Frequently Flooded Setting Landform: Flood plains, ephemeral streams Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy alluvium Typical profile A - 0 to 2 inches: sandy loam AC - 2 to 9 inches: sandy loam CI - 9 to 17 inches: loamy sand C2 - 17 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Runoff class: Very low USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 13 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Capacity of the most limiting la ye r to transmit water (Ksat): High (2.00 to 6.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent salinity, maximum in profile: Nonsaline (0.0 to 1.9 mmhosicm) Available water storage in profile: Low (about 3.5 inches) Interpretive groups Land capability classification (irrigated).- 6s Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Ecological site: Sandy Bottomland (R067BY031 CO) Hydric soil rating: No Minor Components Glenberg, rarely flooded Percent of map unit: 8 percent Landform: Ephemeral streams, flood -plain steps Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Bottomland (R0 7BY0 1 CO) Hydric soil rating: No Kitcarson, frequently flooded Percent of map unit: 5 percent Landform: Flood plains, ephemeral streams Down -slope shape: Linear Across -slope shape: Linear, concave Ecological site: Wet Meadow (R067BY038CO) Hydric soil rating: No Alda, frequently flooded Percent of map unit: 5 percent Landform: Flood plains Down -slope shape: Concave Across -slope shape: Concave Ecological site: Salt Meadow (R067BY035CO) Hydric soil rating: No Alda, frequently flooded Percent of map unit: 5 percent Landform: Flood plains Down -slope shape: Concave Across -slope shape: Concave Ecological site: Salt Meadow (R067BY035CO) Hydric soil rating: No Las animas, frequently flooded Percent of map unit 2 percent Landform: Flood plains, ephemeral streams Down -slope shape: Linear USDA Natural Resources Web Soil Survey a CoConservation Service National Cooperative Soil Survey 11/9/2016 Page 14 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Across -slope shape: Linear, concave Ecological site: Salt Meadow (R072XY035CO) Hydric soil rating: No 1 Kim loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: 3629 Elevation: 4,900 to 5,250 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 125 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Kim and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the ma punit. Description of Kim Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed eolian deposits derived from sedimentary rock Typical profile Hi - 0 to 12 inches: loam H2 - 12 to 42 inches: loam H3 - 42 to 60 inches: fine sandy loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low capacity of the most limiting layer to transmit water (Ksa t) : Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 9.0 inches) Interpretive groups Land capability classification (irrigated): 3e Hydrologic Soil Group: A Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 15 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Minor Components Otero Percent of map unit: 10 percent Hydric soil rating: No 32 Kim loam, -I to 3 percent slopes Map Unit Setting National map unit symbol: 362b Elevation: 4,900 to 5,250 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 125 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Kim and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed eolian deposits derived from sedimentary rock Typical profile N4 - 0 to 12 inches: loam H2 - 12 to 40 inches: loam H3 - 40 to 60 inches: fine sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (sa t): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Moderate (about 9.0 inches) Interpretive groups Land capability{ classification (irrigated): 3e Land capability{ classification (nonirrigated): 4e USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 16 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Hydrologic Soil Group: A Ecological site: Loamy Plains (R067BY0Q2C(a) Hydric soil rating: No Minor Components Otero Percent of map unit: 10 percent Hydric soil rating: No 33 —Kim loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 362c Elevation: 4,900 to 5,250 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 125 to 150 days Farmland classification: Farmland of statewide importance Map Unit Composition Kim and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed eolian deposits derived from sedimentary rock Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 40 inches: loam H3 - 40 to 60 inches: fine sandy loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: well drained Runoff class: Very low capacity of the most limiting layer to transmit water (Ksa t): Moderately high to high (0.57 to 5.95 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of pending: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Moderate (about 9.0 inches) USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 17 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonrrrrgafed): 4e Hydrologic Soil Group: A Ecological site: Loamy Plains (R06IBY002CO) Hydric soil rating: No Minor Components Otero Percent of map unit 10 percent Hydric soil rating: No 51 Otero sandy loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 3630 Elevation: 4,700 to 5,250 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 130 to 180 days Farmland classification: Prime farmland if irrigated and the product of (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Cornposition Otero and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Otero Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Eolian deposits and/or mixed outwash Typical profile Hi - 0 to 12 inches: sandy loam H2 - 12 to 60 inches: fine sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 18 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 rnmhos/cm) Available water storage in profile: Moderate (about 7.7 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: Sandy Plains (Ro 7BY024CO) Hydric soil rating: No Minor Components Kim Percent of map unit: 10 percent Hydric soil rating: No Vona Percent of map unit: 5 percent Hydric soil rating: No 52 Otero sandy loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3631 Elevation: 4,700 to 5,250 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 130 to 180 days Farmland classification: Farmland of statewide importance Map Unit Composition Otero and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Otero Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Eolian deposits and/or mixed outwash Typical profile HI - 0 to 12 inches: sandy loam H2 - 12 to 60 inches: fine sandy loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 19 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksa t) : Moderately high to high (0.57 to 5.95 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: Moderate (about 7.7 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Kim Percent of map unit: 12 percent Hydric soil rating: No Vona Percent of map unit: 3 percent Hydric soil rating: No 61 Tassel fine sandy loam, 5 to 20 percent slopes Map Unit Setting National map unit symbol: 363c Elevation: 4,850 to 5,200 feet Mean annual precipitation: 12 to 19 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 110 to 165 days Farmland classification: Not prime farmland Map Unit Composition Tassel and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tassel Setting Landform: Breaks Down -slope shape: Linear Across -slope shape: Linear Parent material: Residuum weathered from sandstone USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 20 of 22 Map Unit Description —Latimer County Area, Colorado; and Weld County, Colorado, Southern Part Typical profile Hi - 0 to 11 inches: fine sandy loam H2 - 11 to 15 inches: very fine sandy loam H3 - 15 to 20 inches: weathered bedrock Properties and qualities Slope: 5 to 20 percent Depth to restrictive feature: 10 to 20 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Available water storage in profile: Very low (about 2.0 inches) Interpretive groups Land capability classification (irrigated,): 6e Land capability classification (nonirrigated): 5e Hydrologic Soil Group: D Ecological site: Sandstone Breaks (R067BY056CO) Hydric soil rating: No Minor Components Otero Percent of map unit: 8 percent Hydric soil rating: No Terry Percent of map unit: 7 percent Hydric soil rating: No 85 —Water Map Unit Composition Water 95 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Minor Components Aquolls Percent of map unit: 5 percent Landform: Marshes USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 11/9/2016 Page 21 of 22 Map Unit Description---Larimer County Area, Colorado; and Weld County, Colorado, Southern Part Hydric soil rating: Yes Data Source Information Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 10, Sep 22, 2015 Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/9/2016 Page 22 of 22 EXHIBIT J VEGETATION INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.10 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Description of present vegetation types including estimates of cover and height of principal species in each life -form represented; The current site is covered by native dryland grasses. (b) Relationship of present vegetation to soil types; The dryland and native grasses are compatible with the current soil type. (c) Estimates of annual production and carrying capacity if the choice for reclamation is for range or agriculture. The area is proposed to be reclaimed as fallow ground or dryland crops as there are no native water rights. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit J - 1 EXHIBIT K CLIMATE INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.11 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: Provide a description of the significant climatological factors for the locality. This property is in a semi -arid continental climate strongly influenced by the Rocky Mountains. The area is usually warm in the summer with frequent hot days. In winter, periods of very cold weather are caused by arctic air moving in from the north or northwest. Milder periods occur when westerly winds are warmed as they move down slope off of the mountains to the east. Weather monitoring data is not available from the site. The nearest weather monitoring station is at Windsor, Colorado (059147). Data is collected from the Western Regional Climate Center. The table below lists the mean monthly temperature, and average total precipitation on a monthly and annual basis for the period of record from July 1, 1941 to March 31, 1990. Most of the precipitation occurs as rainfall during the warmer part of the year with the heaviest rainfalls in the late spring and early summer. Winter snowfall is frequent but the snow cover usually melts quickly during the milder periods. Mean Monthly Temperature (F) Average Total Precipitation (in.) Jan 27.2 0.43 Feb 29.5 0.33 Mar 35.8 1.09 Apr 47.1 1.54 May 54.6 2.56 Jun 64.5 2.03 Jul 72.5 1.47 Aug 71.4 1.18 Sep 61.0 1.32 Oct 50.8 0.87 Nov 36.2 0.70 Dec 30.0 0.45 Annual 13.97 Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit K -1 EXHIBIT L - RECLAMATION COSTS The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.12 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: The site would be 100% mined and 100% reclaimed. Mining will be complete for this site with mining occurring with the final slope (IH:IV). The mined volume would be replaced with inert fill. This site will require final grading, topsoil placement, seed and mulch. Please refer to the attached table for estimates of quantities and associated costs. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit L -1 Attachment for Exhibit L Lee Amendment -N. La Poudre Mine - Reclamation Cost Estimate Activity Quantity Units Unit Costs Cost A. Phase 1 -100% mined and 90% reclaimed 1 Place inert fill in mine 2 Final grade and place 6" of topsoil on the entire disturbed area 3 Scarify ground 4 Seed and mulch 443,363 13,861 17.20 17.20 CY CY Acres Acres $ 1.05 $ 1.05 $ 150.00 $ 800.00 $ 465, 531.15 $ 14, 554.05 $ 2,580.00 $ 13, 760.00 Subtotal $ 496,425.20 B. Other Costs 1 Road Cleanup 2 3 4 Total Disturbance Costs Liability Insurance and Performance Bond (3.07%) - Based on DRMS estimate Contractor Overhead and Profit (10%) - Based on DIG estimate Contractor Mobilization/Demobilization (5%) Engineering Work and/or contract/bid preparation (4.25%) Administration (5%) - Based on DRMS estimate 1 LS $ 2,500.00 2,500.00 Subtotal $ 2,500.00 $ 408, 925.20 15,317.00 49, 892.52 24, 946.26 21,204.32 24,946.26 Total $ 635, 231.56 EXHIBIT M - OTHER PERMITS AND LICENSES The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.13 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: The Operator will apply for the following permits prior to mining: Colorado Department of Public Health and Environment • Air Pollution Emission Notice (APEN) Permit • Colorado Discharge Permit System (CDPS) and Stormwater Management Plan • Use By Special Review - Weld County Colorado State Engineer's Office • Substitute Water Supply Plan (SWSP) - Approved • Well Permit - Approved Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit M -1 EXHIBIT N - SOURCE OF LEGAL RIGHT TO ENTER This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.7 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations. Please refer to the attached legal right -to -enter documents. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Application Exhibit N-1 March , 2017 Mark Johnson, Vice President Aggregates Bestway Concrete & Aggregates 301 Ce,ntennial. Drive Milliken, n, Co 80543 RE Legal Right to Enter Dear Mr. Johnson: in exchange for good and valuable consideration, in hand paid, NK,Lee hereby grants to Bestway Concrete & Aggregates the right to enter into the real property situates in the northwest 1/4 of Section 19, Township 6 North, Range 67 West of the 6th P.M., County of Weld, State of Colorato, Refer to attached exhibit for full legal description. You and your officers, employees, contractors, and agents have permission to enter upon the Property for all purposes, including the exploration for gravel, sand and aggregate. We hereby confirm that you have authority ty and right to execute all documents required to apply for and obtain permits and the Tike to mine gravel, sand and aggregate on the Property. Following permitting, Bestway Sand & Gravel Aggregates agrees to enter into a Sand, Gravel and Aggregate Mining Lease to remain in effect until mining activity ceases, The permission granted by this fetter shall be effective immediately, and snail remain in effect until superseded by a Sand, Gravel and Aggregate Mining Lease or until 2022, whichever comes first. B: STATE OECOLORADO COUNTY OF tiar '3,4&,A %nee )ss. The foregoing instrument was acknowledged ledged before me on representative. Witness my hand and seal. My commission ion expires: VARIED SAFEVEDDINE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164033998 MY COMMISSION EXPIRES SEPTEMBER 02, 2020 cis /cot by _Le , as EXHIBIT- LEGAL DESCRIPTION Property Description: LAND PARCEL DESCRIPTION PARCEL 1: LOTS A AND B, RECORDED EXEMPTION NO. 0807-19-2RE1802 RECORDED FEBRUARY 7, 1996 AT RECEPTION NO. 2475376 BEING A PART OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SAID DESCRIBED PARCEL 1 CONTAINS 6.706 ACRES, MORE OR LESS (±). PARCEL 2: THAT PART OF THE NWI/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19 AND ALONG THE CENTERLINE OF COLORADO STATE HIGHWAY 392, NORTH 89°16'30" EAST, 1195.10 FEET; THENCE LEAVING SAID CENTERLINE OF HIGHWAY, SOUTH 0006'30" WEST, 60.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID HIGHWAY, AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°06'30" WEST, AND ALONG AN EXISTING FENCE LINE, 495.02 FEET; THENCE SOUTH 89°16'30" WEST, 1193.51 FEET TO A POINT ON THE WEST LINE OF SECTION 19, AND ALSO THE CENTERLINE OF A COUNTY ROAD; THENCE ALONG SAID CENTERLINE NORTH 00°03'20" WEST, 445.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY 392; THENCE ALONG SAID HIGHWAY RIGHT OF WAY LINE ON THE FOLLOWING COURSES AND DISTANCES: NORTH 89°16'30" EAST, 24.60 FEET; NORTH 44°32' EAST, 71.00 FEET; NORTH 89°16'30" EAST, 1120.20 FEET TO THE TRUE POINT OF BEGINNING. SAID DESCRIBED PARCEL 2 CONTAINS 12.965 ACRES, MORE OR LESS (±) SAID TOTAL DESCRIBED PARCELS 1 AND 2 CONTAINS 19.671 ACRES, MORE OR LESS (±). EXHIBIT O - OWNERS OF RECORD OF AFFECTED LAND (SURFACE AREA) AND OWNERS OF SUBSTANCE TO BE MINED The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.15 of the Colorado Mined Land Reclamation Board Construction Material Rules and regulations: Owners of Surface Area and Owners of Substance to be mined The property and the substance to be mined are owned by Lee Jessica The following are Mineral Owners: Lee Jessica 1690 GASCONY RD ENCINITAS, CA 920241223 Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit 0-1 EXHIBIT P - MUNICIPALITIES WITHIN TWO MILES The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.16 of the Colorado Mined Land Reclamation Board Construction Material Rules and regulations: List any municipalities within two miles of the proposed mining► operation and address of the general office: Town of Windsor 301 Walnut Street Windsor, CO 80550 Bestway Concrete & Aggregates -Lupton Meadows Gravel Mine - M.LRB 112 Permit Amendment Application Exhibit P - 1 EXHIBIT Q - PROOF OF MAILING OF NOTICES TO COUNTY COMMISSIONERS AND CONSERVATION DISTRICT The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.17 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - NLRB 112 Permit Amendment Application Exhibit Q - 1 SUS _ SENDER: COMPLETE THIS SECTION i• Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the lack of the mailpiece, or on the front if space permits. 1. Article Addressed to: WS- 61-teleeki So o ex 1,0,1 o th x}302 W. l4-, 4, Road Gre_plei I Co 8O39 by (Printed Name) O Agent a Addressee ate of Delivery s D. Is delivery address different from item 17 it Yea ff YES, enter delivery address below: ❑ No 3. Service Type 21 Certified Mail ❑ Registered ❑ Insured Mall ❑ Express Mail ❑ Return Receipt for Merchandise ❑ 0.D:D. 4, Restricted Delivery? (adze ) ❑.Yes 2. Article Number (Transfer from Si 7013 3020 ❑URU 1555 9812 PS Form 3811, February 2004 Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. ▪ Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: I3ocLrd 0c Co4..'s'dj Co rnn.Cio, 9 Tett 1-i-t Siaro..c2} pop Box `158 &rQo1Q11 CO B032 - SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. in Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Nort4Qrn Ccorcdo L! ockir Cortifo,L hcin hck 2_2 O c Ave � er-i-hotA � CO S (-3 COMPLETE THIS SECTION ON DELIVERY Sig nabeire ■ ent f� 1 Ad d rest B, w by ( Printed livrame) r8i. C. Dal er ., of Delivery D. Is de l ivery address different from item 1 ? D Yes If YES, enter delivery address below: ❑ No 3. Service Type IRCertified Mail In Registered 0 Insured Mail ❑ Express Mall ❑ Return Receipt for Merchandise ❑ D.Q.D. 4. Restricted Delivery?(Extra Fee) ❑ yes 2. Articlb Number (Transfer from service !arm° ;. 0390 ❑00D 6419 9317 1o2s.nozwistiro i PS Form 8811, February 2004 COMPLETE THIS SECTION ON DELIVERY A. Signature .-0.(Agerrt Addressee C. Date of Delivery B. Received by(P1) -- -_ ..kiat;1y D. Is fi e `, Yes `.. If ' D Na YE' rater lverry address below:. MAR202017 3. ervce Cyr g Gertifik.WI D Elise fN ail - f ❑ Register _ ® r A 'pt for Merchandise ,ilo cr.In Insured Mail 4. Restricted Delivery? (Extra Fee) ❑ Yes Domestic Return Receipt 102595 -4a2 -M-1540 i t SENDER: COMPLETE THIS SECTION • Complete ems 1, 2, and 3. II Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Ada rimed to: Orttc rirs 6ciphribik Ili U %Lit P0x1gs Lici Sao imuiutumi I IIIUIRIII.! P;:14I1 i 9590 9402 1875 6104 1935 64 i COMPLETE THIS ON DELIVERY SECT/ON A. Signature x 'en J:I4ent 0 Addressee B. Rect15WWW1511 0. Date of Delivery D. Is If delivery YES, enter address delivery different from item 1? address below: Yes ND 0 fl i 2 Article Number r {�� 7013 2❑20 UUUU 1555 9829 Grans r .013 2250 0000 7020 ❑ 836 PS Form 3811, February 2004 Domestic Return Receipt 2. Article Number (Transfer from service babel). 3. Service Type ❑. Adult Signature ❑ Adult Signature Restricted Deliver ❑ Certified Mail® ❑ Certified Mau Restricted Delivery ❑ Collect on Delivery ❑ collect on Delivery Restricted Delivery ❑ Insured Mail ❑ Insured Mall Restricted Delivery (over S500) 9 ❑ O Priority Mail Express® Registered Mail Registered Mail Restricted Deiivs ry Return Receipt for Merchandise• Signature ccnfirmaticnn" Signature Confirmation Reairiot d Delivery 1°2595432.M.154°PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt EXHIBIT R PROOF OF FILING WITH COUNTY CLERK OR RECORDER The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.18 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit R -1 A to*= SENDER: COMPLETE THIS SECTION ii Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can return the card to you. II Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: WS' k Soil o i C.orkseivrgiAior" o th W. l4-, 4, Road Gre_plei I Co 8O39 by (Printed Name) O Agent ❑ Addressee ate of Delivery s eil D. Is delivery address different from item 1? it Yea If YES, enter delivery address below: ❑ No 3, Service Type fit Certified mail ❑ Registered ❑ insured l Ial ❑ Express Mail ❑ Return Receipt for Merchandise ❑ 0.D:D. 4, Restricted Delivery? (afro ) ❑.Yes 2. Article Number (Transfer from si 7013 3❑20 ❑URU 1555 9812 PS Form 3811, February 2004 Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: I3ocLrd 0c C04,4-4dj Cornn&ior 9 Tett 1-i-t Siaro..c2} pop Box `158 &rQo1Q11 CO B032 - SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. El Print your name and address on the reverse so that we can return the card to you. II Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Nort4Qrn Ccorcdo mirk .1hon isfrcck ��rtifo� Z2 -O c Ave 6tr(-koL4A, CO S (-3 COMPLETE THIS SECTION ON DELIVERY Signalame ■ ent f� 1 Ad d rest B, w by ( Printed livrame) r8i. C. Dirt er ., of Delivery D. Is de l ivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3, Service Type IR-Certified Mail In Registered 0 Insured Mail ❑ Express Mall ❑ Return Receipt for Merchandise ❑ D.Q.D. 4. Restricted Delivery?(Extra Fee) ❑ yes 2. Articlb Number (Transfer from service !arm° 0390 ROOD 6419 9317 1025.95-0244-1540 : PS Form 3811 • February 2004 COMPLETE THIS SECT/ON ON DELIVERY A. Signature ear(Aigerrt Addressee C. Date of Delivery B. Received by(P1) -- -_ ..kiat;1y D. is fi emk `,`.. Yes If ' .� D Na YE' rater lverry address below- MAR202017tt 3. ervce Cyr g Gertifik.WI D tress fN ail - f ❑ Register _ ® rtia n 'pt for Merchandise In Insured Mail 4. Restricted Delivery? (Extra Fee) ❑ Yes 2 Article Number Grans r {�. 7013 31:120HH❑❑ 1555 9829 l 012 22.50 0000 7020 ❑ 836 SENDER: COMPLETE THIS SECTION Domestic Return Receipt • Complete items 1, 2, and 3. MI Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: h gk \ 50 0 5\smit .. ≥cX Is1-5b Lsi Zoo 1 IiLLIUiELUIJJ !flJJitIItI11 I 9590 9402 1875 6104 1935 64 i 102595-Q2401-1540 COMPLETE THIS ON DELIVERY SECT/ON A. SignatureX c em f ,2 Li rIGInt Addresses B. ReceithrlYN1 0. Date of Delive D. Is If delivery YES, enter address delivery different from item 1? address below: Yes ND 0 fl 2. Article Number (Transfer from service rebel). PS Form 3811, February 2004 Domestic Return Receipt 1 9 -M-1 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Deliver certified Mail® ❑ Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ cciiect on Delivery Restricted Delivery ❑ Insured Mail ❑ Insured Mall Restricted Delivery (over S500) Priority Mail Express® Registered Mailim Registered Mail Rolc Delivs ry Return Reciejpt for Merchandise• Signature Confirmation Signature Confirmation Resirioted Delivery l.. Iit • EXHIBIT S - PERMANENT MAN-MADE STRUCTURES The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.19 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations. Where mining will adversely affect the stability of any significant, valuable or permanent man-made structure located within 200 feet of affected land, the applicant may either: a) Provide a notarized agreement between the applicant and the persons) having an interest in the structure, that the applicant is to provide compensation for any damage to the structure; or b) The applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation: or c) Where the structure is a utility, the Applicant may supply a notarized letter stating that the mining and reclamation as proposed will have no negative effect on their utility. The known, permanent, man-made structures within 200 feet of the proposed mine areas are listed as follows: o Various Buildings (Land Owner) o WCR 131 N. County Road I (Weld County Public Works)(Larimer County Public Works) o Highway 392 WCR 68 (Weld County Public Works) o Traffic Light (Intersection )(Weld County Public WarksNVindsor) o Overhead Power Line (Western & Eastern Boundary)(PVREA) o Drainage Easements (CDOT/Windsor) o Gas Line (Southern Boundary)(DCP) o Gas Line (Western & Northern Boundary)(XCEL) o Gas Facility (XCEL) o Telephone (West & North)(Century Link) o Pond (West of site)(United Water & Sanitation District) o Cable (West & North)(Comcast Link) o Cable (West & North)(Dark Corn) o Various Gravel Mine Facilities (Beltway Concrete) o Waterline (Western & Northern Boundary)(Town of Windsor) Please refer to the attached engineering stability analysis that shows that structures or utilities shall not be damaged by activities occurring at the mining operation. It should be noted the structure owners and utility owners have been notified and an engineering report provided to them. Currently the North La Poudre Mine is reclaimed with no further mining in the original permit boundary. There are no slope stability issue associated with the existing North La Poudre Mine permit boundary and there are no structures within 200 feet Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit S -1 of the original mine permit boundary that have not been analyzed in the current stability analysis. Bestway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - MLRB 112 Permit Amendment Application Exhibit s - 2 .N f .1 SENDER: COMPLETE THIS SECTION N Complete Items 1, ,2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: k o .f rt fIe PO. b 0*. 2-72-55 O For'kCoEl:ns, Co g,sail+ 2550 I 1111 III I II i i u i i II 9590 9402 1875 8104 1936 32 i COMPLETE THIS SECTION ON DELIVERY A. Signature X te_ce.0 t B. I ved elby rented Nom) C. Date of Delivery `' Le3- 0-17 D. Is delivery address different from item 1? 0 Yes if YES, enter delivery address below: Q No Q Agent O Addressee I. Article Number (Transfer from service label) - — I; maqn 11000 6415 9249 SENDER: COMPLETE THIS SECTION NI Cvmplet$ Items 1. 2, and 3. • Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mangoes, or on the front if space permits, 1. Article Addressed to: Twn ore WI iftel5or 301 W.�n,.} Sf W;,Idso,, Co gosso 111111III 1IlHIiII!iii 1/11 111 II/I1IIII/ 1111111 9580 9402 1 W5 6104 1935 71 Artir~iq Number iertarafer tram service l 7008 0390 0000 b419 9300 PS Form 381'1,July12015PSN 753Ce 02-000.9053 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery et Certified Mall® D Certified Mall Reelected Delivery © Collect on Delivery O Collect on Delivery Restricted Delivery Insured Mail Insured Tai Restricted Delivery elver 0th) nature o Priority Mall Expresse CI Registered Mare ❑ Registered Mail Restricted Denvory El Return Receipt for Merchandise L] Signature Confirmation '"'^ Cl Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION ■ Complete items 1," Lx.and 3. fill • Print your named address on the Setse so that we cant rn-the card to you ■ Attach this card the back of the mailplece, or on the front if space permits. 1. Article Addressed to: .x" ; Dtnitr, CO $ 0 2_0 a i I MI 111111111 1 i i i IL1II1III 9590 9402 1875 6104 1936 18 by (Printer Nerve) SENDER: COMPLETE THIS SECTION NI Complete items 1, 2, and 3. Cl-A ant II Print your name and address on the reverse El Addressee , so that we can return the card to you. 0. Date of Delivery : • Attach,fhls card to the back of the malipiece, or on the front if space permits, D is delivery address different from [tern 1? 0 Yes If YES, enter delivery address below: 0 No 2, Article Number (Renew from service Iabeii 7005 0390 D000 6419 9263 Domestic Return Receipt 1� D. Is delivery add t a_ different from item if YES, enter delivery address below: 3. Service nips ❑ Adult Signature ci Adult Signature ROStrfcled Delivery ZCer retied Nall@ O Certified Mail Restricted Delivery Collect on Delivery Collect on Delivery Restricted n 'inured !Mallteured f]atfverry sheer 00 ReShicted Delivery SENDER: COMPLETE THIS SECTION ■ Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mallpiece, or on the fncnt If space perrnits. 1. Article Addressed to: CQn-4".ny L; n �k �Y/o �`Y`��SS SMiT4 175 t4 -K s4 sE Lovri2Acnd, CO 80527 IJ1FI!IJIiiiJiiiuuc 111! (IJII)1(iiiJiIIiiJt 9590 9402 1875 6104 1935 95 O Priority Mall Expr @. ci Registered Ma(ITru Er Rtermed q Restricted livery O Rotten Receipt for 9590 9402 1875 6104 1936 01 eterohenelse D Signature Confirmattonni 2-7005 Arriem Nrrmtker (Transfer from service ++0390 fee ui O Signature Confirmation 1 0 0 5 0 3 9 0 0000 6 419 9'70 Domestic Return Receipt + PS Form 3811, July2015 PSN 7530- 02-000-9053 � i100-90 COMPLETE T(.;a SF..TION ON DELIVERY rtity by (Printed Name) �r 1 4 Q Agent CI Addressee of ❑ CI No Ivory Restricted Delivery D. re delivery address different from item 1? i1 YES, enter delivery address below: -�- �---- 'ti'+r.Yrr+Ye r�,r��o al Collect on .Deli Collect on Delivery Restricts delivery 7005 0390 0000 6419 9287 ti, PS Form 3811, July 2015 PSN 7530-02-000.9053 Si Service iy+pe ❑ Adult Signature d adult Signature Restricted Deihrery I,CettrTied Mail® El Certified Mall Restricted !Delivery Delivery n Warty Mat t_xprosa D Reafetereri Male D Regdstered Mali Restricted Delivery a Return Receipt for Merchandise O Signature Cornrinatrr arEl Mail O Signature Conflrrnarir ;,rd Mali Restricted Delivery Restricted Delivery al -$50° u �► PSN 7530.02-000-9053 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mangoes, or on the front _ if space permits, 1. Article Add to: ( E'v1ly" i I II 1 IIZ3 W. 3rd Ave D1111/il/ e^'R—ri CO 80223 IIII'lllllll IIII III 11/1/1111111/1111 3. Service Type O Adult Signature D Adult Signature Restricted Delivery ieLpertlrled Mall® ❑ Certified Mall Restricted Polivery o Collect on Delivery o els eot on Delivery Restricted Delivery arid mall tred Mall Restricted Delivery r-S5D(i O Priority ❑ Registered Mani ❑ Re Istered Mall Restricted Delivery! o Return Receipt for Merchandise © Signature Corrflrrna#Ionn" O Signature Canitrrrral' - Restricted Delivery I 1. Article Addressed to: far iC boa►, C/� 3"ohn 3813 C0.�al Dr: Ft. Coffins, Co Sos2L} 1 11 111 1111 I IN 11 11 III 9590 9402 1875 6104 1935 57 ", COMPLETE THIS SECTION a.I DELIVERY at"? V21 -Agent ❑ Addressee ecetved by (Printer Name) C. Date f Delivery Jr25 D. Is delivery address different from item 1? If YES, enter delivery address below: iNo e h.rlr In hii,rn4,cLr f7h rJ',far frnrn martIra IAP►RD 7013 2250 0000 7020 0843 3. Service Type O Adult Signature o Adult Signature Restricted Delivery KCsny iffed Mal © Certified Mall Reekerted Delivery ❑ Collect on Delivery O Collect of Delivery Restricted Delivery 'nsured Mali Irinwed Mali Restricted Delivery rer$800 ❑ Priority Mall Express® O Registered McIlte ❑ Registered Mall Reelected Delvery d Return lecetpt for Merchandise o Signature Cordirnaitonne o Signature Confirmation Restricted Delivery Domestic Return Receipt PS Form 3811, July2015 PSN 7530-02-000-9053 COMPLETE THIS SECTION ON DELIVERY A. Signature X ecelved by (Printed Name) Agcy, ressee I. II 4 I SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. C. Date Delivery ■ Attach this card to the back of the mailpiecs, or on the front if space permits. D. is delivery address different torn item 1? O Yes If YES, enter delivery address below: C' No 3. Service Type O Adult Signature Adult Signature) Restricted Delivery EtCartlffed Mali® CI mortified Mill Restricted Delivery I ID Collect on Delivery O Collect wi Delivery Restricted Delivery insured ;Mali J insured M$Jl Res rfclerd Delivery' over po Reelected 0011v3ry SENDER: COMPLETE THIS SECTION ■ Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. U Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Losi n er f, 441 RA t Larks Dkef ' o tJ tactk S+1 Sek 3000 'Roc 8O1( (No # (oftncr CO sostz- ligo IIIIINIIIN 11111111I 11 III u 9590 9402 1875 6104 1936 56 i if)drt1Ma hri,rnhair fl%ansfer frnn, sanrh^M t>ahaf 7005 0390 0000 6419 9225 Domestic Return Receipt 1 PS Form 3811F July2015 PSN 7530.02-000-9053 ❑ Priority Mall Express@ O Registers lrlirfhrI ❑ Registered Mall Reslrluted Delivery D Return Receipt for Merchandise El Signature Confirmarfortmi a serrature Confirmation L 1. Article Addressed to: Ore �-l.d 1 0.-kr s ;► 4t re tha&# 230I 6, Pr'tnki ?wit to0 + -i ., OA L (talc" Co 430 It I i I i IIIIIII IIII II u u i 9590 9402 1875 6104 1935 88 i rt A..f l..{r. Pal .ra.1,..M rrrr..r+a a- fern ran. in rein Si el ft TO a.,ra 7005 0390 0000 6419 9294 Domestic Return rbbeipt COMPLETE THIS SECTION ON DELIVERY A Signet' X Q Agent O Addressee B. Recived by Printed Name) 1 D. Date Delivery D. is delivery address different from item 1? fl Yes If YES, enter delivery address below: O No 3. Service Type © Adult Signore D Ault Signature Restricted Delivery ECertified Maly O Certified Mall Restricted Delivery 0 Collect on Delivery ri ("elect on Delivery Restricted Delivery red Mall red Mail Restricted Delivery r— waver $5©) o Priority Mail Dress® O Registered Malin' ❑ D Delivery Mall Restricted Ei Rohm Receipt for Merchandise O Signature conlirmatianl" ❑ Signature Confirmation 'Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 ()emetic Return Receipt I , COMPLETE THIS SECTION ON DELIVERY Al Signature. X B. Re(eived byl Tinted Name) 6 Agent 0 Addre C. Date of Delivery 6 D. Is delivery address different from Item 1? 0 Yes If YES, enter delivery address below: !3 No 3. Service Type O Adult Signature O Adult SI¢trortrrne Restricted Delivery geedified Mail ❑ Certified mail Restricted Delivery ❑ Collect on Delivery D Colle el on °eHvery Restricted Delivery 1Sur'ed tala11 leered Moil Restricted Delivery suer 550 O Priority Mall ExprS O Registered Mal lb' O Registered Mall Restricted Delivery o Return Receipt for Merchandise ❑ Signature Confirmationwl ❑ Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete items 1 r 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach thls card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: etiA Cov.actiLc. r .s �ttI H SI- P: c . Bo* 7G8 reeierki, Co 904 32 1III1 hF 11111111 IIII U11ItIUI i lull 9590 9402 1875 6104 1938 63 i Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY S A Sign X tr CI Agent ❑ Addressee B. Received by (Printed Name) Mani Aragon D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No C, Date of Delivery Domestic Return Receipt ; 2. Article Number (Transfer from service Iabe° 7005 0390 0000 6419 9215 PS Form 3811, July 2015 PSN 7530-02-000.9053 3. Service Type o Adult Signaler° ❑ Adult Signaler° Restricted Delivery SCsdtfied Ment ❑ Certified Mall Restricted Delivery LE Collect on Delivery ❑ Collect on Delivery Restrioted Delivery ed Mail ed Mail Restricted Delivery $500 ❑ Priority Melt Express® C] Registered TM o R lasers MaliMall Fteslreted Da: livery tvi• Rotum fl larch ltaecaipt for L Signature Confirmation f"t o Signature Confirmation Restricted Delivery Domestic Return Receipt CERTIFICATION The Applicant, Bes#way Concrete company (print applicant/company name), by ark Johnson (print representative's name), as VP Aggregates _ (print representative' s title), does hereby certify that DCP Midstream (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment a N. La Poudre Gravel Mine (operation name), File Number M -20O0 - 144 t This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED ED BY: Applicant Bestway Concrete Company Representative Name Mark Johnson WkaNigi•.-- Date March f , 2017 Title VP An rea aces STATE OF liftkver COUNTY OF lAti,(of )ss. foregoing .. : was acknowledged for ft day ofL 20th by The i'. _ ��n� � before me this fir. � it itilita) as VP of 64 ANA-. 141 r Notary Publi l i My Commission Expires: cj if II /11 n MY Commission Expires on 1 ANDY Rt]DR1GUE2. NOTARY PUBLIC STATE OF COLORADO • NOTARY ARY FOR STRUCTURE OVVriER ACKNOWLEGED O LE ED BY: : Structure Owner ,'',z``.,,•L,,... Date g, ,z 3�` „a weed STATE OF tee COUNTY OF 1,c}Gjli'i )ss. Name Title The foregoing was acknowledged before me this Ffiday of t4-, bia/se 112. Nr. /ter "" _ as mitheretegyrlivit of Pi ifvbeirletwat deed le Notary Public My Commission Expires41/40.eit NICOLAS D. HAGENLOCK NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20094004084 MY COMMISSION EXPIRES FEB. 11, 2021 CERTIFICATION The Applicant, Bestway Concrete Company (print applicant/company name), by Mark Johnson (print representative's name), as VP Aggregates (print representative's title), does hereby certify that f ub 1 i c Service Co of CO (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poudre d re rave I Mine (operation name), File Number M-2000- 144 This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this ffor shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED LEGELS BY: Applicant Bestway Concrete Company Representative Name Mark Johnson 1/4kitv Date March , 2017 Title VP Aggreqates STATE OF ss. COUNTY OF LAW The foregoing was acknowledged b -or me thisfl- day of MIre-tk by Mii k i as o (ryPubWel/ of al) Leick.,7 My Commission Expires: ill I. �( i ee My Commission Expires on ANDY RODRIGUEZ UE NOTARY PUBLIC STATE OF COLORADO " I :_; NOTARY FOR TRU T .E OWNER AC NO LEGED BY: Structure Owner , i d Name Richard J. Grady a dy Manager, Siting and Land Rights, Date 19 I Title Right of Way & Permits Department Public Service Company of Colorado STATE OF e f regn'i 1 ��ckn vwledge b for�e meth �u� as ar c( MI co pry Publ r of ty Commission Expires; 9'O1 °�Q18-k NICOLE EBERHARD NOTARY PUBLIC STATE OF COLORADO NOTARY ID # 20104040365 MY COMMISSION EXPIRES SEPTEMPER 29.20116 • CERTIFICATION The Applicant, Beltway Concrete Company (print applicant/company name), by Mark Johnson (print representative's name), as VP Aggregates (print nt representative's title), does hereby certify that Larimer County. Public Works (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poudre Gravel Mine File Number M-2000- 144 . (operation name), This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining periations. Any alteration or modification to this form shall result in voiding this form. NOTARY FOR PERMIT APPLICANT ACKNOWLEGED LE ED BY: Applicant Bests ay Concrete + orrapany Representative Name Mark Johnson. c Date March l 72017 STATE OF a LA the- COUNTY OF (Ahtq SS. Title VP Aggregates The foregoing was acknowledged before me this/} day of arA iv it Jaisfrove as 11 of Notary Public ['3irG I/'1 a GQ 1),by My Commission Expires: aiihrreilM • ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO r My Commission Expires on 7a 41111 - . - NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner 641404ea-- a4, Date o470 3//7 STATE OF rehea. ss. COUNTY OF J r (b% • c ) Name at& es... image Poneepts0-0 _ Title Wiz to L:. The fore Dire was acknowledged before me this.led day of /1/it , 200_, _, by ,�' " ' j/,`r asCc,r �IF��c4 V'� R. � � �� f_a�� a ._.'.is � 7� 1.F �s ('�F�� I.-�.M y °`a•seleelea 43 �r��`-� --- My Commission Expires: 71//f/A Z D otary Public CHARLES W. JOHNSON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20004024359 MY COMMISSION EXPIRES OCT. 15, 2020 March 17, 2017 Mr. Mark Johnson, Compliance Manager Bestway Concrete & Aggregates 301 Centennial Drive Milliken, Colorado 80543 Re: Stability Analysis for the Lee Amendment - N. La Poudre Gravel Mine (M -2000-144) Dear Mr. Johnson: This letter has been prepared to address the Mined Land Reclamation Board (MLRB) Construction Materials Rule 6, Section 4, Subsection 19, Exhibit S - Permanent Man -Made Structures (6.4.19, Exhibit S) for the proposed Lee Property Amendment for the N. La Poudre Gravel Mine. This letter describes the project and slope stability calculations carried out to evaluate the minimum distance between the edge of mining and adjacent structures to avoid damage to the structure. The site is located north of the Cache La Poudre River, east of WCR 13 and south of Highway 392. The site is within the northwest IA of Section 19, Township 6 North, Range 67 West of the 6th Principal Meridian. The project is located in Weld County, Colorado, as shown on Figure 1. Bestway Concrete & Aggregates plans to wet mine the entire mining area on the Lee Amendment Property with a mining slope of 1:1 (horizontal to vertical), as indicated in the DRMS permit application. This report lists proposed safe setbacks for mining from structures within 200 feet of the permitted mining boundary based on stability calculations. Actual setbacks may be greater due to permit limitations, zoning requirements, construction issues, agreements with owners, and extent of economically mineable aggregate or other issues. GEOLOGY The site is located approximately twenty (15) miles east of the foothills of the Colorado Front Range on the western flank of the Denver Structural Basin. The basin is a down warp of sedimentary strata that trends north-northwest, parallel to the mountain front. Based on regional geologic mapping (Colton, 1978), the near surface material in the project area is the Piney Creek Alluvium (tip). The Piney Creek Alluvium consists of dark -yellowish brown or grayish -orange, clayey to fine sand, and well -stratified silt. The bedrock unit consists mainly of claystone and may contain lenses of siltstone and sandstone. GEOTECHNWOAL CONDITIONS The mine site is located on a terrace of the Cache La Poudre River. The Piney Creek Alluvium most likely overlies sandstone and claystone bedrock of the Denver Formation. Well construction data obtained for the area encountered approximately four feet of overburden topsoil overlying sand and gravel ranging in depth from 16 feet to 19 feet. As a conservative approach based on experience and information gathered from existing mines in the area, it was assumed that the top four feet of bedrock is weathered claystone overlying non -weathered claystone. Mr. Mark Johnson March 17, 2017 Page 2 From a geotechnical standpoint, the sand and gravel will form the majority of the mine slopes. These soils are generally strong and stable, particularly when dewatered. SITE GROUNDWATER Civil Resources conservatively modeled the groundwater at five feet below the ground surface, based on the geotechnical exploration completed by Drilling Engineers in 2017 and data from Bestway Concrete. STRUCTURES WITH 200 FEET OF DISTURBED AREAS The known, permanent, man-made structures within 200 feet of the proposed mine areas that are not owned by Bestway Concrete & Aggregates are listed below: • • • • • WCR 131 N. County Road 1 (Weld County Public Works)(Larimer County Public Works) Highway 392 WCR 68 (Weld County Public Works) Traffic Light (lntersection)( Weld County Public Works) Overhead Power Line (Western & Eastern Boundary)(PVREA) Drainage Easements (CDOT/Windsor) Gas Line (Southern Boundary)(DCP) Gas Line (Western & Northern Boundary)(XCEL Energy) Gas Facility (XCEL) Telephone (West & North)(Century Link) Pond (West of site)(United Water & Sanitation District) Cable (West & North)(Comcast Link) Cable (West & North)(Dark Cam) Water Line (Western & Northern Boundary)(Town of Windsor) STABILITY ANALYSES The stability of the proposed mining limits was evaluated at four sections under anticipated loading conditions around the perimeter of the site and is discussed below. The computer program XSTABL was used for the analysis. The method for selecting the critical failure surface for each analyzed loading condition is the following. The Modified Bishop's Method of Analysis is used to find the critical failure surface by randomly searching with 12 termination points and 12 initiation points (144 failure circles) with 7 foot line segments over a broad range of the slope surface. This procedure is repeated over different initiation and termination locations until the most critical factor of safety failure surface is identified. The range is narrowed and 12 initiation points and 12 termination points (144 failure circles) with 7 foot line segments for the final run of 144 circles to determine the lowest factor of safety. Therefore, prior to submitting the final stability run, at least 288 failure surfaces were analyzed to determine the lowest factor of safety. The four cross-section locations were selected to analyze proposed minimum setbacks for stability of structures using appropriate surcharge loads for the mining limits. The cross sections are modeled with a 1:1 (H:V) highwall. All mining slopes are modeled to be no steeper than 1:1 (H:V). The locations are described below and shown on Figure 1. Mr. Mark Johnson March 17, 2017 Page 3 ► Section A -A': This section considers WCR 13 / N. County Road 1, and Xcel Energy's gas line and facility 100' west of the mine highwall. A high phreatic surface was included to model the maximum water surface. A surcharge of 400 psf was included to model the live load of the road. ► Section B -B': This section considers WCR 13 / N. County Road 1 and utilities. A high phreatic surface was included to model the maximum water surface. A surcharge of 400 psf was included to model the live load of the road. ► Section C -C': This section considers Highway 392 / \CR 68 and utilities. A high phreatic surface was included to model the maximum water surface. A surcharge of 400 psf was included to model the live load of the road. Section D -D': This section considers the overhead power line along the eastern boundary of the site. A high phreatic surface was included to model the maximum water surface. A surcharge of 200 psf was included to model the live load from the access road and dead load from the overhead power line. The material index and engineering strengths assumed in this slope stability report are discussed below. MATERIAL PROPERTIES Overburden The index properties for the insitu clay overburden were based on field testing data and on our engineering judgment; the following parameters have been used to model the overburden. Dry Unit Weight (pcfl 103 Moist Unit Weight (pcf,J 114 Saturated Unit Weight (pct 126 Cohesion C' psf 50 Friction Angle o' ° 29 Alluvial Sand and Gravel The sand and gravel is generally medium -grained sand, medium dense, poorly to well graded, and generally clean. The deposit ranges from fine to coarse sand with some silt and occasional rounded to well rounded gravels less than two inches in diameter. The alluvial sand and gravel has been modeled as follows: Dry Unit Weight (pcf) Moist Unit Saturated Unit Weight (pcfl Weight (pc#) Cohesion CI psf Friction Angle 4'° 119 129 130 0 35 Claystone Bedrock The proposed mine area is generally underlain by claystone bedrock. Claystone is generally a weak bedrock and is often prone to slope instability and the bedrock foundation strength is critical for the highwall stability. For the claystone bedrock, two potential strength conditions were considered. These strength conditions are referred to as: 1) peak strength, and 2) residual strength. Peak strength is the maximum shear strength the claystone bedrock exhibits. The shear strength is made up of both cohesion (diagenetic bonding) and internal friction. Under short-term conditions for unsheared claystone, peak strength governs behavior. If a sheared surface or sheared zone is present within claystone as a result of faulting, slippage between beds due to folding, past shrink -swell behavior, stress relief, or from a landslide, the cohesion along the sheared surface is reduced to zero, and the angle of internal friction is decreased, due to alignment of Mr. Mark Johnson March 17, 2017 Page 4 clay minerals parallel to the shear plane. Under these conditions a claystone exhibits its lowest strength known as residual strength. Residual strength bedrock occurs in discrete zones, parallel with the sheared surface or zone, whereas fully softened strength occurs over a broader area (not used in this modeling). Based on data from other recent jobs and engineering judgment, the residual strength claystone was modeled in a four -foot thick layer (conservative) overlying the peak strength bedrock as follows: 1/4 Dry Unit Weight (pcf) Moist Unit Weight (pcf) Saturated Unit Weight (pc Cohesion C'psf Friction Angle 050 116 Peak = 126 Residual = 110 Peak = 135 Residual = 133 Peak = 100 Residual = 0 Peak = 25 Residual = 15 STABILITY ANALYSES RESULTS Stability analysis included one conditions: 1. Proposed dry mining slopes (dewatered). Setbacks listed in Table I indicate the minimal setback from the structure to the mining limits. The setback distance can be increased as needed to address other restrictions. The factor of safety shown below is the minimum factor of safety of the three conditions listed above. TABLE I - SLOPE STABILITY RESULTS AND SETBACKS Section Location Critical Structure Modeled Surcharge (psi) Factor of Safety AA' Western Boundary WCR 131 N. County Road 1 400 4.265 BB' Western Boundary WCR 131 N. County Road 1 400 1.749 _ CC' Northern Boundary Hwy 3921 WCR 68 400 1.749 DD' Eastern Boundary Overhead Power Line 200 1.408 The mining setback will be 15 -feet minimum from the high wall to the property line/easement or structure. CONCLUSIONS The minimum distances proposed in this report will protect the subject structures, however, the actual setbacks may be increased for constructability and maintenance considerations. LIMITATIONS Our review is based on regional geologic mapping, present mining plans, public well construction data, and stability analyses using typical strength parameters for the various strata in the critical sections. Should the mining plans change or subsurface conditions vary from those portrayed in this letter, we should be contacted in order to re- evaluate the potential effects on permanent man-made structures. Stability analyses were run at the structure in question and were not run on failure surfaces closer to the highwall. Note also that surcharge loads due to temporary material stockpiles and overburden berms were not considered in the analysis. Mr. Mark Johnson March 17, 2017 Page 5 Please call with any questions or comments. Sincerely, Civil Resources, LLC Andy Rodriguez, P.E. Civil Engineer Attachments: Figure 1 - Slope Stability Cross Sections Locations PLAN Figure 2 - Slope Stability Cross Sections Boring Locations Boring Logs XSTABL Model Output: AA, BB, CC, and DD J:\Bestway-213\Wi.nsdor\LEE AMENDMENT\DRMS\Exhibits\Stability Analysis\Stability analysis report - LeeGravelMine.dac FIGURES JABedhiay+-213Wilinsdur\LEE AMEN DMENPDrav ings\Sheets\DRMS-APP-FIGS.dwg 3118123171:32:14 P. 111 I NORTH TOWN OF WINDSOR SCIICDULC: R0.333344 PARCEL; 6613000907 �ry PARCEL 2 EXCEPTION TOWN OF WINDSOR ACCOONTRC77B6! — `. PARCEL; eSe7192eee55 UNITED HJATER 6 SANITATION DISTRICT SCIIEDULC: R0333352 PARCEL; 8624000901 Ot0C 1-t00 r Ot00j -m FOUNQ #4 fi EBAR WITH i YELLOW PiASTIC CAP 5 T ;3642 I C 1-I I TOWN OF \.UINDEOR -ACCOUNT; R677d$631_ PAR7L: 0130719200057 WELL Pt�4MIT MO. 585—A/H • • / 1 1 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 NORTHWEST CORNEA SECTION 19, ESN., R.67W, FOUND 3 1/4" ALUMINUM CAP ON #6 REBAR, LS 30120, 2012 IN MONUMENT BOX PARCEL 2 POINT OF COMMENCEMENT COMCASJ HARK COM Fh5ER OPTIC/CABLE .FTI2-P7671HA2-��'�' NTNF AREA 17 1,+- ACRES TO BE MINED AT A 1 HORT7QNTAI TO 1 1•'FRTICAI UAVTY EASEMENT TO PUBLIC SERVICE ca "EC.4212 7108263 FIBER/OPTIC/CABLE CENTURY LINK Ir18ER Pi7C/CABLE N fPW'EA 10HE WFNOSUR WATERLINE I+ DCP GASLII+m IPI'REA ELECTRIC Is. ♦ istfis N1 GASH -GAS • Imo• _ I � eilEORG;E i} BETTY HALL } ACCOUNT: IWt9d.984— — — — f eAR•ef7 @So1 j eE'U50 1 I EXISTING LA POUDRE MINE BOUNDARY / 7 CN LLC ACCOUNT: R57841D2 / PARCFI 0807183000,4 #. 40 1.5. 04 41, • • a fir EXISTING SCALE HOUSE CENTURY LINK CABLE/EWER WEST -SIXTEENTH CORNER SECTIONS 1B/19, T.6N., R.67W. - - CALCULATED POSITION NOTHING SET OR FOUND 15' DRAINAGE EA SOCK 1520, PAGE / 20' DRAINAGE EASEME REC NO. 1558826 PROPOSED HAUL ROAD SI lOP BUILDING LI 'YIl11�CPC,A'.1 I/EL AAPFIX l#10.144* ft 1 EkISTINr BATCH PLANT DAX MICHELLE HAYDEN ACCOUNT; R1'951008 PARCEL: e8.0.718.30410e4 69i WITNESS CORNER WEST SIXTEENTH CORNER SECTIONS 18/19, T.fiN., R.67W FOUND 3 1/4° ALUMINUM CAP ON #6 REBAR, LS 7242, 199E PARCEL 2 POINT OF BECINNIN SS EASEMENT ARY RICHARDS 1245 PAGE 1087 CEORCE 8 BETTY HALL ACCOUNT: R414310E. PARCEL; OSe7191000E6 !T} EASEMENr IC SERVICE CO a 2410575 I I I 00 04.00 "1.0/C1.9).4 119d.'nw i-C?-1 k2J. All-}1,' -IAa'r144 EXISTING NORTH LA POUDRE ' M.M1MINEBOUNDARY• • •- EXISTING- HAUL (LOADS - _ - _ CIVIL RES"'URCES, LLC 323 5th STREET P.O. Box GB0 FREDERICK, CO 80530 303.833.1416 XV•NVW+. CIVILRESCLIRCES.COM SESTINA'/ CONCRETE, INC. NO. 301 CENTENNIAL I}R- MTLLTI'CN, CO 20543 970 587 7277 CONTACT: MARK 101INSON W w J AMENDMENT REVISIONS DESCRIPTION TO M2000-144 DATE DESIGNED BY: ARP DRAMA BY. ARR CI ICCRED RV. ARR DATE:C3'C SCALE; AS NOTED AS I -')TED JOB NO.: 213.001.28 DWG; NAME:DRMS-APP-FIGS.IS'RG SLOPE STABILITY CROSS SECTIONS LOCATION PLAN SIICLT: 1 J,16estsvav-2131Winsdor\LEE AMEN DM ENT\Drav inas\Sheets\Slo eStabilibi-Lee4wg, 3119 20171:28:38 Phi 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4800' 4790' 4780' 4770' 4760' 0+ 4810' STA: 0+00.00 STA: 0+44.51 EL: 4789.80 EL: 4790.00 STA: 1+21.76 STAN 3+11 0. 4800' EL: 0+64.19 / 4189.04 STA: 2+38.61 EL: 4789.08 / J. � _STA: 'V EL 4789.19 CL WCR 1 . 4789.04- 4790' ---1�-- ___ ___ ________ ---- - - 0+32.72 1 STA: 4+00.00 `STA:. EL: 4789.88 ST : 3+28.16 EL: 4771.00 4780' ti STA: 0422.08\\\TA: EL: 4772.00 , 2+H.{? EL: 4790.00 - u : i r 1 ■ FI : 47₹_fR 4770' STA: +63.00 XCEL GASLINE,EFACILITY EL: 4t89.09 4700' 00 0+50 1+00 1+50 Of1 2+00 SECTION .A -V•WC R 13 & REEL GAS LINE/FACILITY 2+50 3+00 3+50 4+00 I - - 0 75 15 { mails nv MET 7 STA: 0+00.00 STA: 0+33S9 STA I +00.00 4/01 12 4790.04 L: 4/(40737 EL: STA B 0+59.73L: ` 790704 1NCR 13 CL STA: 2+45.06 EL: 4790.0 -----�- [EL: SEL: o 0 _ STS: �EL: 2+54.07 STA: 4+00.00 STA: 0+13.62 4784.68 4790.12 1EL: 4771.99 EL: 4790.12 FIBER, WATER, GAS PERMIT BOLINDAlk STA: 2+73.08 UTILITIES STA: 2+31.46 EL: M-270-0 EL: 4790.00 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ SECTION B '•:VCR 13 8. UTILITIES STA: 0+00.00 STA: 0+30.97 STA: 1+24.87 EL: 4701.52 -EL.4791.07 • 4791 04 STA: 2+05.76 /-El H WY 392 EL: 479 .04 - -r °Q0 o STA: 4+00.00 STA: 2+21.17 EL: 4771.99 STA: 0+23.4 STA. EL: 1+82.91 47-84-55 CL: 4771.90 BOUNDARY EL: 4791.07 PERMIT FTBFR, GAS, WATFRI TNF STA: 1+90.00 UTILITIES EL: -479-1...04 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ C2,SECTION C - HWY 392 2 UTILITIES STA: 0+00.00 -4789.04 EL: POWER POLE ST : 4+00 0 -\ STA: 1+70.58 STA: 2+32.43 EL: 4789.04 STA: 1+94.82 EL: 4771.73 -PERN Y EL: 4789.04 L< ( STA: 1180.58 EL: 4789r04 00 0+50 1+00 1+50 - 2+00 2+50 3+00 3+50 4+ p SECTION [] - POWER POLES 4810' 4800' 4790' 4780' 4770' 4760' 00 4810' 4800' 4790' 4780' 4770' 4760' 00 4800' 4790' 4780' 4770' 4760' 00 15 7-5 G CD CIVIL RESURCES, BESTWAY CONCRETE LEE AMENDMENT LLC DATE: March 2017 FIGURE: 2 SLOPE STABILITY CROSS SECTIONS XTABL MODEL OUTPUT AA LEE -AA I 2i 8-16 9:06 48OO ►) 4750 U, <4700 I r 4654 4600 50 1OD 35D O LEE AIIENDMENI 10 most critical surfaces, MINIMUM BISHOP F0S = 4.265 15D 200 25O X AXIS (feet) 300 4OO XSTABL File: LEE -AA 12-28-16 9:06 * ***************************************** XSTABL * * * Slope Stability Analysis * * using the * * Method of Slices * * * * Copyright (C) 1992 - 2002 * * Interactive Software Designs, Inc. * * Moscow, ID 83843, U.S.A. * * * * All Rights Reserved * * * * Ver. 5.206 96 - 1952 * * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 11 SURFACE boundary segments Segment x -left y -left x -right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment 1 1 1 1 1 1 1 1 1 .0 4790.0 22.1 4790.0 2 22.1 4790.0 32.7 4789.9 3 32.7 4789.9 44.5 4789.8 4 44.5 4789.8 58.5 4789.5 5 58.5 4789.5 84.2 4789.2 6 84.2 4789.2 121.8 4789.0 7 121.8 4789.0 238.6 4789.0 8 238.6 4789.0 311.1 4789.1 9 311.1 4789.1 315.1 4785.1 1 1 10 315.1 2 11 328.2 4785.1 4772.0 328.2 4772.0 400.0 4772.0 10 SUBSURFACE boundary segments Segment x -left Soil Unit Below Segment 2 2 2 2 2 2 2 2 3 4 Pressure Constant (psf) 29.00 y -left No. (ft) (ft) 1 2 3 4 6 7 8 9 10 .0 22.1 32.7 44.5 58.5 84.2 121.8 238.6 4786.0 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 . 0 4 772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Weight Water Unit Moist Sat. Surface N o. (pcf) (pcf) N o. 1 114.0 .000 2 129.0 Cohesion Intercept (psf) 126.0 .0 1 130.0 50.0 .0 x -right y -right (ft) 22.1 32.7 44.5 58.5 84.2 121.8 238.6 315.1 328.2 400.0 (ft) 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 4785.1 4772.0 4768.0 Friction Pore Angle Parameter (deg) Ru 35.00 15.00 25.00 Direction (deg) 90.0 . 000 3 110.0 . 000 4 126.0 . 000 . 0 1 133.0 . 0 135.0 . 0 BOUNDARY LOADS L oad No. 1 .0 1 100.0 1 1 load (s) specified x -left x -right (ft) (ft) 92.5 141.5 Intensity (psf) 400.0 NOTE - Intensity is specified as a uniformly distributed surface. random specified. spaced force acting on a HORIZONTALLY projected A critical failure surface searching method, using a t echnique for generating CIRCULAR surfaces has been 144 trial surfaces will g enerated and analyzed. 12 Surfaces initiate from each of 12 points equally along the ground surface between x and x 338.2 ft 388.2 ft Each surface terminates between x = 92.5 ft and x = 141.5 ft U nless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 3 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS inclined degrees The first segment of each failure surface will be within the angular range defined by : Lower angular limit :_ -45.0 degrees Upper angular limit (slope angle - 5.0) * ************************************************************ * * * * * * * * * * * * * * * * * * * * Factor of safety calculation for surface # 51 failed to converge within FIFTY iterations The last calculated value of the FOS was********* This will be ignored for final summary of results * ************************************************************ Circular surface (FOS=********) is defined by: xcenter 239.50 ycenter = 4913.08 Init. Pt. = 370.02 Seg. Length - 7.00 Factors of safety have been calculated by the : * * * * * SI v PLIFIED BISHOP METHOD 4 * * * * * The most critical circular failure surface is specified by 38 coordinate points Point N o . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 x -surf (ft) 365.47 358.51 351.53 344.55 337.57 330.58 323.59 316.60 309.60 302.60 295.61 288.61 281.61 274.61 267.61 260.61 253.62 246.63 239.64 232.65 225.67 218.70 211.73 204.77 197.81 190.86 183.92 176.99 170.07 163.16 156.25 149.36 142.48 135.61 128.76 121.92 115.09 109.13 **** Simplified BISHOP FOS = 5 y -surf (ft) 4772.00 4771.32 4770.71 4770.16 4769.68 4769.25 4768.90 4768.60 4768.37 4768.20 4768.10 4768.06 4768.08 4768.17 4768.32 4768.53 4768.81 4769.15 4769.56 4770.03 4770.56 4771.15 4771.81 4772.54 4773.32 4774.17 4775.08 4776.06 4777.10 4778.20 4779.37 4780.59 4781.88 4783.23 4784.65 4786.13 4787.67 4789.07 4.265 **** * ******************** -** ** ***fir** ******- *******c***7k7 ***** Pk* ** * * * * * * * * * Out of the by XSTABL, ** * * values. * * * *********************-*******-*****-******************************* 144 surfaces generated and analyzed 1 surfaces were found to have MISLEADING FOS * * * surfaces ** * * The following is a summary of the TEN most critical Problem Descri- FOS Terminal Resisting (BISHOP) coord Moment (ft) 109.13 101.33 100.09 121.52 113.55 103.03 92,54 94.60 131.72 104.90 (ft -lb) 1. 4.265 1,214E+08 2. 5.608 1.732E+08 3. 5.622 1,572E+08 4. 5.735 9,482E+07 5. 5.965 1,192E+08 6. 6.021 1.527E+08 7. 6.043 1,728E+08 8. 6.178 1.722E+08 9. 6.179 1,243E+08 10. 6.235 1,503E+08 Circle Center x-coord y-coord (ft) (ft) 287.73 5536.72 281.00 5381.60 272.42 5372.88 273.36 5315.39 271.09 5321.73 269.72 5245.08 264.71 5232.62 265.74 5194.76 295.29 5314.77 268.87 5179.92 6 Radius Initial x-coord x (ft) (ft) 768.67 618.95 608.76 547.80 555.63 485.56 475.73 440.14 550.67 423.77 365.47 388.20 370.02 342.75 351.84 379.11 383.65 388.20 388.20 383.65 3 -Lion : LEE AMENDMENT * * * END OF FILE * * * XTABL MODEL OUTPUT BB LEE BB 12-28 16 9:27 4850 4800 "am 4750 %%tare, <4700 >in d650 4600 LEE AMENDMENT 10 most critical surfaces, MINIMUM BISHOP FOS = 1.749 I I T a T 0 5O 100 150 2O0 250 300 35O 4O4 X-AXIS (feet) XSTABL File: LEE -BB 12-28-16 9:27 * ***************************************** XSTABL * * * Slope Stability Analysis * * using the * * Method of Slices * * * * Copyright (C) 1992 - 2002 * * Interactive Software Designs, Inc. * * Moscow, ID 83843, U.S.A. * * * * All Rights Reserved * * * * Ver. 5.206 96 - 1952 * * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 9 SURFACE boundary segments Segment x -left y -left x -right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment 1 1 1 1 1 1 1 1 .0 4790.4 13.6 4790.1 2 13.6 4790.1 34.0 4790.1 3 34.0 4790.1 59.7 4790.0 4 59.7 4790.0 219.6 4790.0 5 219.6 4790.0 245.4 4790.0 6 245.4 4790.0 255.0 4790.1 7 255.0 4790.1 259.0 4786.1 8 259.0 4786.1 273.1 4772.0 9 273.1 4772.0 400.0 4772.0 8 SUBSURFACE boundary segments Segment x -left Soil Unit No. (ft) Below Segment 2 2 2 2 2 2 3 4 Pressure Constant (Psf) ) 29.00 35.00 15.00 25.00 1 2 4 5 6 7 8 y -left x -right (ft) . 0 4786.4 13.6 4786.1 34.0 4786.1 59.7 4786.0 219.6 4786.0 245.4 4786.0 .0 4772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Weight Water Unit Moist Sat. Surface N o. (pcf) (pcf) N o. 1 . 000 2 . 000 3 . 000 4 . 000 114.0 129.0 110.0 126.0 (ft) 13.6 34.0 59.7 219.6 245.4 259.0 273.1 400.0 Cohesion Friction Intercept Angle (psf) (deg) 126.0 . 0 1 130.0 . 0 1 133.0 . 0 1 135.0 100.0 . 0 1 50.0 . 0 . 0 y -right (ft) 4786.1 4786.1 4786.0 4786.0 4786.0 4786.1 4772.0 4768.0 Pore Parameter Ru BOUNDARY LOADS 1 load(s) specified L oad Direction x -left x -right Intensity No. (ft) (deg (ft) (psf) 1 161.1 217.1 400.0 90.0 NOTE - Intensity is specified as a uniformly distributed surface random specified. spaced force acting on a HORIZONTALLY projected A critical Failure surface searching method, using a t echnique for generating CIRCULAR surfaces has been 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally along the ground surface between x and x 283.1 ft 333.1 ft Each surface terminates between x = 161.1 ft and x = 217.1 ft U nless further limitations were imposed, the minimum elevation at which a surface extends is y - .0 ft surface. 7.0 ft line segments define each trial failure 3 ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by : Lower angular limit Upper angular limit degrees . • . -45.0 degrees (slope angle - 5.0) Factors of safety have been calculated by the : * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 14 coordinate points Point No. 1 2 3 4 5 6 7 / 8 9 10 11 12 13 14 x -surf (ft) 287.65 280.91 274.04 267.08 260.08 253.10 246.18 239.37 232.73 226.31 220.14 214.28 208.77 206.05 **** Simplified BISHOP FOS y -surf (ft) 4772.00 4770.08 4768.75 4768.00 4767.86 4768.31 4769.36 4771.00 4773.22 4775.99 4779.31 4783.14 4787.46 4790.00 1.749 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT Terminal coord (ft) (ft -lb) 206.05 172.76 209.34 191.76 204.35 191.25 209.60 204.44 206.19 201.36 FOS Resisting (BISHOP) Moment 1. 1.749 4.191E+06 2. 1.757 1.852E+07 3. 1.791 5.109E+06 4. 1.858 1.145E+07 5. 1.859 4.817E+06 6. 1.873 1.004E+07 7. 1.886 5.276E+06 8. 1.927 6.208E+06 9. 1.929 8.648E+06 10. 1.933 6.993E+06 Circle Center Radius Initial x-coord y-coord (ft) (ft) 261.89 4849.58 273.34 5015.00 271.68 4864.63 276.02 4936.47 263.66 4868.31 270.25 4935.40 274.21 4882.94 271.27 4893.14 288.45 4934.56 270.65 4901.98 (ft) 81.74 246.53 97.25 169.01 98.25 165.53 113.20 122.94 166.41 131.75 * * * END OF FILE 5 x-coord x (ft) 287.65 314.92 301.28 314.92 283.10 296.74 296.74 292.19 324.01 292.19 XTABL MODEL OUTPUT CC LEE - C 12 -26-1 9:45 4800 Fm ►) 4750 <4700 I " 4654 4600 LEE AI•'ENDMhNI 10 most critical surfaces, MINIMUM BISHOP F0S = 1.749 I� _ I 0 50 100 15D 200 250 300 35D 4OO X—AXIS (feet) XSTABL File: LEE -CC 12-28-16 9:45 * ***************************************** XSTABL * * * Slope Stability Analysis * * using the * * Method of Slices * * * * Copyright (C) 1992 - 2002 * * Interactive Software Designs, Inc. * * Moscow, ID 83843, U.S.A. * * * * All Rights Reserved * * * * Ver. 5.206 96 - 1952 * * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 7 SURFACE boundary segments Segment x -left y -left x -right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment 1 1 1 1 1 2 3 1 .0 4791.5 23.7 4791.1 2 23.7 4791.1 31.0 4791.1 3 31.0 4791.1 57.5 4791.0 4 57.5 4791.0 205.8 4791.0 5 205.8 4791.0 209.8 4787.0 6 209.8 4787.0 224.8 4772.0 7 224,8 4772.0 400.0 4772.0 6 SUBSURFACE boundary segments Segment Soil Unit elow Segment 2 2 2 2 4 Pressure Constant (psf) 29.00 35.00 15.00 25.00 Direction No. 1 2 4 5 6 x -left (ft) . 0 23.7 31.0 57.5 y -left x -right y -right (ft) 4787.5 4787.1 4787.1 4787.0 . 0 4772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Water Unit Moist Surface No. (pcf) No. 1 . 000 2 . 000 3 . 000 4 . 000 114.0 129.0 110.0 126+0 Weig i g t Sat. (ft) 23.7 31.0 57.5 209.8 224.8 400.0 Cohesion Friction (ft) 4787.1 4787.1 4787.0 4787.0 4772.0 4768.0 Pore Intercept Angle Parameter (pcf) (psf) 126.0 . 0 130.0 . 0 133.0 . 0 135.0 . 0 BOUNDARY LOADS Load 1 1 1 1 1 load(s) specified x -_left 50.0 .0 .0 100.0 x -right (deg) Ru Intensity No. (deg) 1 90.0 (ft) (ft) 93.0 168.0 (psf) 400.0 NOTE Intensity is specified as a uniformly distributed surface. random specified. spaced force acting on a HORIZONTALLY projected A critical failure surface searching method, using a technique for generating CIRCULAR surfaces has been 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally along the ground surface between x and x Each surface terminates between x and x 234.8 ft 284.8 ft 93.0 ft 168.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft surface. inclined 7.0 ft line segments define each trial failure ANGULAR RESTRICTIONS The first segment of each failure surface will be within the angular range defined by • • Lower angular limit :_ -45.0 degrees 3 degrees Upper angular limit : (slope angle - 5.0) Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD . * * * * * The most critical circular failure surface is specified by 24 Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 coordinate points x -surf (ft) 266.62 259.70 252.76 245.80 238.82 231.83 224.83 217.83 210.84 203.84 196.86 189.90 182.95 176.03 169.13 162.27 155.45 148.67 141.94 135.25 128.62 122.05 115.55 110.55 **** Simplified BISHOP FOS = y -surf (ft) 4772.00 4770.92 4770.01 4769.28 4768.73 4768.35 4768.15 4768.13 4768.29 4768.62 4769.13 4769.82 4770.69 4771.73 4772.94 4774.34 4775.90 4777.64 4779.55 4781.63 4783.87 4786.29 4788.87 4791.00 1.749 **** The following is a summary of the TEN most critical surfaces Problem Descrio _ion LEE AMENDMENT FOS Circle Center Terminal Resisting (BISHOP) x-coord y-coord coord Moment (ft) (ft -lb) 110.55 154.88 158.93 153.14 136.41 159.31 154.84 136.67 153.16 149.27 1. 1.749 2.484E+07 2. 1.762 4.827E+06 3. 1.769 5.644E+06 4. 1.833 5.470E+06 5. 1.847 1.217E+07 6. 1.853 5.804E+06 7. 1.881 9.615E+06 8. 1.887 1.418E+07 9. 1.902 7.035E+06 10. 1.906 8.060E+06 (ft) (ft) 220.49 5044.04 212.94 4851.86 222.98 4866.04 214.84 4871.46 220.36 4946.72 225.69 4884.22 239.66 4937.07 225.67 4946.03 222.51 4896.37 221.69 4906.79 Radius Initial x-coord x (ft) (ft) 275.92 84.11 98.71 101.45 176.96 114.50 168.96 178.78 126.19 136.60 266.62 239.35 252.98 234.80 248.44 248.44 275.71 266.62 243.89 243.89 * * * END OF FILE * * * XTABL MODEL OUTPUT DD LEE DD 12 - 8 16 9:46 4850 4800 "am 4750 O <4700 >in d650 4600 LEE AMENDMENT 1O most critical surfaces, MINIMUM BISHOP FOS = 1.4O8 I 1 T 0 5O 100 150 2O0 250 300 35O 4O4 X-AXIS (feet) XSTABL File: LEE -DD 12-28-16 9:46 * ***************************************** XSTABL * * * * * * Slope Stability Analysis using the Method of Slices * * * * * * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * * * Moscow, ID 83843, U.S.A. * * * All Rights Reserved * * Ver. 5.206 * * 96 - 1952 * * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 4 SURFACE boundary segments Segment x -left y -left x -right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment 1 1 2 3 1 .0 4789.0 194.8 4789.0 2 194.8 4789.0 198.8 4785.0 3 198.8 4785.0 211.9 4772.0 4 211.9 4772.0 400.0 4772.0 3 SUBSURFACE boundary segments Segment x -left y -left x -right y -right Soil Unit No. (ft) (ft) (ft) (ft) Below Segment 2 3 4 Pressure Constant (psf) 29.00 35.00 15.00 25.00 Direction (deg) 90.0 1 2 3 . 0 4785.0 . 0 4772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit(s) specified Soil Unit Water Unit Moist Surface N o. (pcf) N o. 1 . 000 2 . 000 3 . 000 4 . 000 114.0 129.0 110.0 126.0 198.8 211.9 400.0 4785.0 4772.0 4768.0 Weight Cohesion Friction Pore Sat. Intercept Angle Parameter (pcf) (psf) (deg) Ru 126.0 . 0 1 130.0 . 0 1 133.0 . 0 1 135.0 10 . 0 1 BOUNDARY LOADS Load N o. 1 1 load (s) specified x -left (ft) 150.0 50.0 . l! . 0 .0 x -right (ft) 170.0 Intensity (psf) 200.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally spaced along the ground surface between x and x 221.9 ft 271.9 ft Each surface terminates between x = 150.0 ft and x = 170.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft surface. inclined degrees 7.0 ft line segments define each trial failure ANGULAR RESTRICTIONS The first segment of each failure surface will be within the angular range defined by L ower angular limit �_ -45.0 degrees U pper angular limit • . (slope angle - 5.0) Factors of safety have been calculated by the f * * * * SI V PLIFIED BISHOP METHOD 3 * * * * * The most critical circular failure surface is specified by 11 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 x -surf (ft) 226.45 219.71 212.79 205.80 198.83 192.00 185.42 179.19 173.41 168.17 164.83 **** Simplified BISHOP FOS = y -surf (ft) 4772.00 4770.08 4769.02 4768.83 4769.51 4771.06 4773.45 4776.64 4780.58 4785.22 4789.00 1.408 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT Terminal coord (ft) (ft -lb) 164.83 166.45 155.32 164.96 152.98 152.27 161.05 FOS Resisting (BISHOP) Moment 1. 1.408 1.677E+06 2. 1.492 2.223E+06 3. 1.502 2.481E+06 4. 1.543 2.220E+06 5. 1.563 3.238E+06 6. 1.615 4.403E+06 7. 1.657 2.191E+06 Circle Center x-coord y-coord (ft) (ft) 207.77 4824.75 217.13 4840.90 203.62 4833.89 211.92 4829.07 207.55 4852.12 215.83 4875.16 204.24 4821.24 Radius Initial x-coord x (ft) (ft) 55.96 72.62 65.96 61.76 83.48 107.10 54.02 226.45 240.08 226.45 235.54 230.99 244.63 226.45 8. 1.674 201.93 4845.99 76.64 221.90 150.75 3..049E+06 9. 1.687 208.29 4832.97 62.47 221.90 163.92 1.983E+06 10. 1.709 207.56 4809.23 43.99 230.99 168.65 1.880E+06 * * * END OF FILE * * * GROUNDWATER Beltway Concrete & Aggregates - Lee Amendment -N. La Poudre Mine - IVILRB 112 Permit Amendment Application March 17, 2017 Mr. Mark Johnson Bestway Concrete & Aggregates 301 Centennial Drive Milliken, Co 80543 RE: North La Poudre Gravel Mine -Lee Amendment - Mitigation Plan for Potential Groundwater Impacts Dear Mr. Johnson: The purpose of this letter is to describe the existing groundwater regime in the vicinity of the proposed North La Poudre Gravel Mine (Site) and the groundwater impacts that could result from the additional Lee Property being amended to the existing gravel mine. Existing Groundwater Conditions The prevailing groundwater flow direction at the in the vicinity of the Site area is south-southeast toward the Cache La Poudre River. Mining of the area and has been ongoing since the 1980's or earlier. Locally the groundwater levels and flow directions are influenced by: Existing Mines and Properties: The surrounding properties are; • Town of Windsor's lined reservoir to the northwest, • CN LLC unlined water pond to the north, • Hayden's Property containing an unlined water pond to the north and, • the Weakland Property to the northeast, which contains a farm building and dryland. • United Water and Sanitation's clay lined Serfer Pond to the west, • an active gravel mine to the east owned by Bestway Concrete and, • Central Colorado Water Conservancy District's slurry lined pond to the southeast. Surface Water: Approximately 1000 -feet to the south of the Site is the Cache La Poudre River. Potential Mining Impacts to Local Groundwater Levels The proposed mining will directly west of the North La Poudre Mine as shown on the Groundwater Map Figure. Currently dewatering activates have been ongoing in the North La Poudre and La Poudre Gravel mines with no negative impacts. A brief summary of the properties surrding the proposed amended site are presented below. CN LLC: The current house is approximately 2,000 feet north of the proposed gravel mining area. The domestic and irrigation wells (Permit #145294 & 14941-F) are north of the onsite pond, approximately 200 feet away from the proposed mining area. The existing pond acts as a buffer form dewatering activities and is a significant distance away from the proposed gravel mining area. Page 2 Mr. Mark Johnson March 17, 2017 Hayden Property: The current house is approximately 2000 feet north of the proposed gravel mining area. The domestic and irrigation wells (Permit # 628 & 15990 -R -R) are north of the onsite pond, approximately 200 feet away from the proposed mining area. The existing pond acts as a buffer form dewatering activities and is a significant distance away from the proposed gravel mining area. The Weakland Property: is approximately 2000 feet northeast of the proposed site. There are two wells onsite, one is a deep well approximately 550 feet deep and the other is 50 feet (Permits #247465 & 247465-A). The wells are a significant distance away from mining and is buffered from the dewatering area by the North La Poudre Pit. Windsor Reservoir & Serfer Reservoir: The Windsor Reservoir and Serfer Reservoir are both lined and will be unaffected during mining. Dewatering: The North La Poudre Mine which has been dewatered to bedrock in 2013 and 2014 with no negative impacts to the surrounding well owners. The approximate dewatering rate was 350 gallons per minute which will remain the same during dewatering of the Lee Amendment. Below is a brief description of the calculation used to determine the drawdown due to mining; The radial well equation was used to determine the drawdown surrounding the mine. 2k2 13] (T"i raw) Using a well pumping rate of 380 gallons per minute (50 acre-feet per month) and an effective sump radius (area used to pull the water down and set the trash pump in) of 250 feet the drawdown at 1,600 feet is zero (existing water levels are met, 13 feet above bedrock or 7 feet below grade). Therefore a dewatering rate of 380 gallons per minute will have very little drawdown effect on the surrounding well users. Onsite Monitoring: There are three wells that will be continuously monitored as shown in the attached figure. Currently the water levels are as follows during recent observation. Monitoring Well East is 4.5 feet below grade and Monitoring Well West is 7.5 feet below grade Mitigation Measures Proposed activities on the Site have very limited potential to result in significant off -site groundwater impacts to the local groundwater levels and therefore mitigation should not be required but in the event the operator has to mitigate they have the ability to drill wells deeper, truck in water or provide irrigation water should it be needed. Conclusion The potential for reduction in groundwater in the surrounding properties that will affect the well is limited. The applicant will continue to monitor the groundwater levels in the wells. Page 3 Mr. Mark Johnson March 17, 2017 Please call if you have anyquestions. Sincerely, CIVIL RESOURCES, LLC Andy Rodriguez, P.E. Encl: Figures 1 - General Location Map with Monitoring Wells J:\Bestway-213\Winsdor\LEE AMENDMENTIDRMS\groundwater-memo LMGM.doo )<)pyfl�Y\q HAYDEN PROPERTY JT......WELL-W±- RES. lam. HIGHWAY 392 / CR 32 LEE PROPERTY - w .� SERFER RF E R PIT uA. ,ffirl i s. EXISTING NORTH LA LEGEND WELL -E: MONITORING WELL /+474 5- REGISTERED WELL PERMIT WEAKLAN D PROPERTY NOPTIH -�- CIVIL RES4tURCES, LLC BESTWAY CONCRETE WINDSOR PIT DATE: r.,��n, �G17 FIGURE: 1 GROUNDWATER MAP II' I L REf U C ESI LLC ENGINEERS S. PLANNERS June 28th, 2017 Mr. Eric Scott Division of Reclamation, Mines, and Safety 1313 Sherman Street, Room 215 Denver, Colorado 80203 RE: North La Poudre Pit, Permit M2000-144, Receipt of Incomplete 112 Construction Materials Reclamation Permit Amendment Application Package; Response to Preliminary Review Dear Mr. Scott: This letter is being generated to satisfy the preliminary review dated May 24, 2017 for the AM01 - North La Poudre Pit, Permit M2000-144. The italicized items are the current comment and the bold text are the responses: Rule 6.2 - General Requirements of Exhibits: 6.2.1 (2) Maps and Exhibits Maps, except the index map, must conform to the following criteria: (b) must be prepared and signed by a registered land surveyor, professional engineer, or other qualified person; DRMS notes the certification/signatures on the index map provided, however if each map has a signature/date area provided it should be signed and not left blank. The maps have been updated and signed. EXHIBIT C - Pre -mining and Mining Plan Map(s) of Affected Lands (Rule 6.4.3): One or more maps may be necessary to legibly portray the following information: (a) all immediately adjacent surface owners of record; This must include all surface owners within 200' of the entire original and amended permit area. This information appears to be incomplete or incorrect. The owner of the property immediately SE of the existing permit boundary is not identified (COHO LLC), and the property ownership for the parcel immediately south of the amended area appears to be incorrect according to information shown on the assessor's office website (Tricycle Lane Texas LLC). These owners will need to be properly identified and noticed, and an access agreement/legal right to enter will need to be obtained from Tricycle Lane Texas LLC. All immediately adjacent property owners have been notified. Attached are the certified mail return receipts. The property owners are shown on the maps. (b) the name and location of all creeks, roads, buildings, oil and gas wells and lines, and power and communication lines on the area of affected land and within two hundred (200) feet of all boundaries of such area; The information provided is incomplete. There is (at least) a gas/oil facility on the east end of this permit that has not been identified in any way on any of the provided figures or text The information shown on the attached updated maps is the most current. 323 FIFTH STREET • P.O. Box 680 • FREDERICK, COLORADO 80530 • PHONE: 303.833.1416* FAX: 303.833. 2850 Page 2 Mr. Eric Scott June 28th, 2017 (c) the total area to be involved in the operation, including the area to be mined and the area of affected lands (see definition of "Affected Land"); No distinction was made in the original permit application between affected land (as defined by rule) and permit area, therefore DRMS must consider the entire original permit area and the area to be amended as "affected land" for the purposes of this permit amendment. The total area including the amended area and the original permit boundary is 38 acres in the North La Poudre Original Permit boundary and 19.7 acres in the proposed Lee Parcel Boundary. (g) Show the owner's name, type of structures, and location of all permanent or man-made structures contained on the area of affected land and within two hundred (200) feet of the affected land. This must include all structures within 200' of the entire original and amended permit area. When listing structures, please include some type of key that will allow correlation of structure owners to the proper structures shown on the map. This also relates to comments for Exhibit S. The structures are shown on the attached maps. EXHIBIT E - Reclamation Plan (Rule 6.4.5): (1) in preparing the Reclamation Plan, you should be specific in terms of addressing such items as final grading (including drainage), seeding, fertilizing, revegetation (trees, shrubs, etc.), and topsoiling. You are encouraged to allow flexibility in your plans by committing to ranges of numbers (e.g., 6"-17" of topsoil) rather than specific figures. The reclamation plan shows the proposed reclamation for the final mine configuration. A minimum of 6" of top soil and the seed schedule presented on the reclamation plan map will be used in all areas. The Lee Parcel (Amended Parcel) will be backfilled to native grade with inert fill and top - soiled with 6" of stockpiled topsoil. The seeding type and rate will be as shown on the reclamation plan. (2) The Reclamation Plan shall include provisions for, or satisfactory explanation of, all general requirements for the type of reclamation proposed to be implemented by you. Reclamation shall be required on all the affected land. The Reclamation Plans shall include: (a) A description of the type('s of reclamation you propose to achieve in the reclamation of the affected land, why each was chosen, the amount of acreage accorded to each, and a general discussion of methods of reclamation as related to the mechanics of earthmoving; The original mine permit boundary has been reclaimed as exposed groundwater ponds. The surrounding area has been seeded and reclaimed per the original approved reclamation plan. The material was spread with graders and scrapers and seed was disked in. The mined out area were cleaned and allowed to fill with groundwater. The ponds area encompasses 14.28 acres (7.10, 6.1 & 1.01) and the upland area includes 23.7 acres. The reason for reclaiming the site as exposed Page 3 Mr. Eric Scott June 28th, 2017 groundwater was historically this was standard practice 17 years ago. The ponds area is also fairly small to be reclaimed as lined ponds which decreases the cost benefit ratio fo eth lined water storage. Please provide more detailed information about the final reclamation for the currently permitted area containing the reservoir/silt ponds. DRMS will need to know the proposed configurations and acreages for all exposed water bodies at final reclamation, if these water bodies will be lined, and if so - how, and what if any structures will be present on site when reclamation is complete for the entire permitted area (gas/oil structures, pipelines, roads, etc.) The reclaimed site will look very similar to the current state as shown on Google Earth 2016 Aerial Photography. The attached reclamation plan show the proposed layout the entire site. The DCP gasline will remain on the southern portion of the site. The Synergy oil and gas facility will remain on the east side of the site along with the Sinclair Petroleum line bisecting the N. La Poudre Site. The ponds are proposes to be left exposed and the Lee Parcel will be backfilled to native grade and seeded. Currently the approved reclamation plan calls for two 10-12 acre unlined ponds in the existing permit area. Not only will unlined exposed groundwater have a significant impact on the required bond amount, a permanent augmentation plan will need to be approved for any exposed groundwater in unlined ponds before DRMS can approve a final release of the permit. The miner/permit holder understands that exposed water will require a permanent augmentation plan and has plans to generate a plan once the mining has been completed. EXHIBIT F - Reclamation Plan Map (Rule 6.4.6): The map(s) of the proposed affected land, by all phases of the total scope of the mining operation, shall indicate the following: (a) The expected physical appearance of the area of the affected land, correlated to the proposed mining and reclamation timetables. The map must show proposed topography of the area with contour lines of sufficient detail to portray the direction and rate of slope of all reclaimed lands= and The attached maps shows the contours of the affected lands, the maps show the proposed reclamation plan. (b) Portrayal of the proposed final land use for each portion of the affected lands. The reclamation map must provide the above required information for the entire permitted area, not just the amended area. This should include the final size and configuration of any exposed groundwater areas intended to remain at final reclamation. The attached maps and response above clarify the final reclamation of the entire permit boundary. EXHIBIT L - Reclamation Costs (Rule 6.4.12): (1) All information necessary to calculate the costs of reclamation must be submitted and broken down into the various major phases of reclamation. You must provide sufficient information to calculate the cost of reclamation that would be incurred by the state. Page 4 Mr. Eric Scott June 28th, 2017 DBMS will calculate the required reclamation bond when all information required during the adequacy process has been provided. At this time, to calculate the bond for the entire permit will require more information regarding the final configuration and acreage of exposed groundwater to remain at the end of mining activity within the existing permit area. Exhibit L shows the bonding cost estimate. EXHIBIT S - Permanent Man -Made Structures (Rule 6.4.19): Please note that roadways and above -ground or underground utilities (if present) within 200 feet of the proposed affected area are considered permanent man-made structures. In accordance with Rule 6.4.19, when mining operations will adversely affect the stability of any significant, valuable and permanent man-made structure located within 200 feet of the affected area, the applicant may either: a) Provide a notarized agreement between the applicant and the person(s) having an interest in the structure, that the applicant is to provide compensation for any damage to the structure; or Notarized agreements were sent out for the all surrounding easements, utilities and structures within 200' of the mine permit boundary. b.) Where such an agreement cannot be reached, the applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation. See attached letters, return receipts and any signed agreements. Please provide evidence (certified letter to structure owners) that a notarized agreement between the structure owners and the applicant was pursued. If an agreement is unable to be reached a geotechnical assessment may be provided to demonstrate that the structures shall not be damaged. See attached return receipt certs. You must provide information sufficient to demonstrate that the stability of any structures located within two hundred (200) feet of the operation or affected land will not be adversely affected. See updated attached slope stability report(s). As previously stated in the comment for part (g) of Exhibit C, Exhibit S must also include all structures within 200' of the entire original and amended permit area. When listing structures, please include some type of key that will allow correlation of structure owners to the proper structures shown on the map. See attached slope stability figure showing all utilities and a matrix of utilities surrounding the Site(s). All structure owners within 200' of the original and amended permit area must be provided with a damage waiver agreement if this has not already been done. (A listing of structures at the time of the original permitting is contained in the RMC geotechnical stability analysis dated November 13, 2000.) Any new structures put in place since the original permit was approved (such as the gas/oil facility located on the eastern area of the existing permit) must also be included. All identified structures and owners have been notified along with a letter that was sent to all owners stating the intent of the mine and the reclamation. Page 5 Mr. Eric Scott June 28th, 2017 It is also noted that the proposed offsets in the previous RIM report were 50 and 60 feet with a safety factor of 1.5 and 1.6 respectively. This is considerably greater than the currently proposed minimum setback of 15 feet. The data table provided in the current geotechnical report indicates safety factors for four different cross sections in the amendment area between approximately 4.3 and 1.4, however, the distance between the structures and excavation is not listed. Please elaborate how the minimum offset of 15 feet was arrived at from the data provided. The original design for the N. La Poudre mine was 1/4 to 1 horizontal to vertical, relating to almost vertical mining. In turn this resulted in a larger required setback. The amended Lee Parcel is proposed to be mined at 2.5:1 horizontal to vertical (updated after review of original analysis). The setback from the permit boundary is 15 -feet whereas the setback from utilities as shown the stability report is a minimum 30 -feet to a drainage easement, on the east end of the amended area. Additional Information: You will also need to provide the Division with proof of notice publication (once a week for 4 consecutive weeks beginning after the application was called complete) and notice to all property owners within 200 feet of the affected area (entire permit). Any letters from other commenting agencies/entities received by the Division to date have been imaged and are available to view via the Imaged Documents link on the DRMS website. See attached certifications. Once the publication has been delivered to Civil Resources a copy will be forwarded to the DRMS. This concludes the Division's preliminary adequacy review of this application. This letter shall not be construed to mean that there are no other technical deficiencies in your application. Other issues may arise as additional information is supplied. Please remember that the decision date for this amendment application is August 7, 2017. As previously mentioned, if you are unable to provide satisfactory responses to any inadequacies prior to this date, it will be your responsibility to request an extension of time to allow for continued review of this application. If there are still unresolved issues when the decision date arrives and no extension has been requested, the application will be denied. If you have any questions, please contact me at (303) 866-3567 x8140. Sincerely, CIVIL RESOURCES, LLC Andy Rodriguez, P.E. End: Plans (Existing, mining, Reclamation, Structures) Stability Analysis (Lee) Stability Letter & Original Analysis (N. La Poudre) Structure Agreements & Return Receipts Notifications - Return Receipts (Lee & N. La Poudre) Advertisements Windsor Email J:\Bestway-213\Winsdor\LEE AMEND MENT\DBMS'Adequaoy\Adq-2-AIVIQ1-00-144-5-24-17.doc PLANS DIVISION OF RECLAMATION MINING AND SAFETY PERMIT M-2000-144 BESTWAY CONCRETE, INC. LA POUDRE AMENDMENT WELD COUNTY, COLORADO PERMIT DECSCRIPTION: PROPERTY DESCRIPTION PARCEL 1: J,\6edllav-2131il1rinsdur\LEE AMEN DMEKMDrawinas\Sheets\CQ11ER-EXIwTCONIDS.dwg, 6/28in1712 31:22 Phi LOTS A AND B, RECORDED EXEMPTION NO. 0807-19-2RE1802 RECORDED FEBRUARY 7, 1996 AT RECEPTION ND. 2475376 BEING A PART DF THE MST 1/12 OF THE NORTHWEST 1/14 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF HELD, STATE OF COLORADO. SAID DESCRIBED PARCEL 1 CONTAINS 6.706 ACRES, MORE OR LESS (±). PARCEL 2: THAT PART OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD. STATE OF COLORADO. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 19 AND ALONG THE CENTERLINE OF COLORADO STATE HIGHWAY 392, NORTH 89"16'30` EAST, 1195.10 FEET; THENCE LEAVING SAID CENTERLINE OF HIGHWAY, SOUTH 06'06'30" MST, 60.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY UNE OF SAID HIGHWAY. AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 40'08'30" WEST, AND ALONG AN EXISTING FENCE LINE, 495.02 FEET; THENCE SOUTH 89'16'30' WEST, 119151 FEET TO A POINT ON THE WEST LINE OF SECTION 19, AND ALSO THE CENTERLINE OF A COUNTY ROAD; THENCE ALONG SAID CENTERLINE NORTH 00'03'20' WEST, 445-00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE DF COLORADO STATE HIGHWAY 392; THENCE ALONG SAID HIGHWAY RIGHT OF WAY LINE ON THE FOLLOWING COURSES AND DISTANCES: NORTH 89'16'30" EAST, 24.60 FEET; NORTH 44'32' EAST. 71,00 FEET; NORTH 8916'30" EAST, 1120.20 FEET TO THE TRUE POINT OF BEGINNING. SAID DESCRIBED PARCEL 2 CONTAINS 12.965 ACRES, MORE OR LESS (±). SAID TOTAL DESCRIBED PARCELS 1 AND 2 CONTAINS 19.671 ACRES, MORE OR LESS (t}, BASIS OF BEARINGS AND LINEAL UNIT DEFINITION ASSUMING THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 19. 7.6N., R,67W„ AS BEARING NORTH 00'27'39" WEST AS MONUMENTED AS SHOWN ON THIS PLAT, BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 19832911, A DISTANCE OF 2639.50 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. THE LINEAL DIMENSIONS AS CONTAINED HEREIN ARE BASED UPON THE "U.S, SURVEY FOOT." IllN ¢$ IA I III II N N i N I (EAST NORTH SIDE GRAVEL RECLAIMED) LA POUDRE MINE -\ ,� \ I HIGHWAY 392 J CR 32 LEE PROPERTY (PROPOSED MINING AREA; HIGHWAY 392 / WCR \\v I I •' I LA POUDRE (80% GRAVEL RECLAIMED; MINE J 9 a g tit'' J 0 u a. CROSSROADS BLVD. a W 2 J C 0 U NORTH PROJECT LOCATION MAP CALE: 1 = 10O0' CERTIFICATION: I HEREBY CERTIFY THAT THESE PLANS FOR. THE DRMS PERMIT FOR THE LA POUDRE .AMENDMENT WERE PREPARED UNDER MY DIRECT SUPERVISION FOR THE OWNERS THEREOF. BY: ANDREW R. RODRIGUEZ, P.E. DATE: 03/20/17 BEST .AY CONCRETE, INC. DOES HEREBY ACCEPT AND APPROVE THESE PLANS FOR THE DRMS PERMIT. BY: DATE: 03/20/17 AUTHORIZED REPRESENTATIVE BESTWAY CONCRETE, INC_ PREPAREDFOR: BESTWAY CONCRETE, INC. 301 Centennial Dr, Milliken, CO 80543 970 557 7277 PREPARED BY: CIVIL RESIJURCES,LLC 323 5th STREET P.O. BOX 68O FREDERICK, CO BO530 303 8331416 s swallai fawn wit REVISIONS CATE: NO, DESCRIPTION DATE B" C3ral°17 1 ADEQUAG°' REVIEW 5-5-17 ARR DING_ 2 AL'EQUAO`' REVIEW "u-27-1. ARR COVER -Exist ONDS.rh�n� SHEET: 1 J Seslway-212MinsdnnLEE AMEMDMEUTldritaingslSheelslCOVEP EXISTCOVdS.d1g, EI2 12C17 2:49:59 PVI NORTH P 150 =rlx7 ( nr FIVE} Knewswhat% below. Call before you li iq. Y 44. STRUCTURE INFO: VARIOUS BUILDINGS OWNED BY LAND OWNER HIGHWAY 392/WCR 68 & ROW (WELD COUNTY PUBLIC WORKS) WCR 13/N. COUNTY ROAD 1 (WELD COUNTY PUBLIC WORKS)(LARINER COUNTY PUBLIC WORKS) TRAFFIC LIGHT (WELD COUNTY PUBLIC WORKS/WINDSOR) OVERHEAD POWER LINE WESTERN & EASTERN BOUNDARY (PVREA) DRAINAGE FA..EMENTS (COOT/WINDSOR) GASLINE SOUTHERN BOUNDARY (DCP) GASLINE WESTERN & NORTHERN BOUNDARY (XCEL) GAS FACILITY (XCEL) TELEPHONE, WEST AND NORTH (CENTURY LINK) POND, WEST OF SITE (UNITED WATER & SANITATION DISTRICT) CABLE, WEST AND NORTH (COMCAST LINK) CABLE. WEST AND NORTH (DARK COM) VARIOUS GRAVEL MINE FACILITIES (BESTWAY CONCRETE) WATERLINE WESTERN & NORTHERN BOUNDARY (TOWN QF WINDSOR) PHONE, EAST (AT&T) & CST TRUST BUILDING (EAST) SINCLAIR GASLINE (MIDDLE CF N. LA PCUDRE MINE) 8: SYNERGY O&G 1NDEOR SC Irn(1 r: ;il'I't1114 / II NTr3. WATrI2" 'S44_1011 _04 JI : CHEJULE: I1C.33352 I PARCEL: $0241:0x501 TOWN nr u'TN7SOR ACX:OU U l : ;k 118h:i4 PARCEL:0E0719200:57 : I IZIC I k JESSICA LEE 2414 EE:A.ATE 4 :RCIPr;TYT9IIST ACCOUNT: t • reql46 PART; -L: 080 r1:'2ELICS4 a a r WELL PERMIT AC. 5 r` rrl 5-E9H .` / 2 7 I f._i/ .1e —L • f N T — i f — —L 1 • -1 I OWN OF \M'JSOR Vt'ATER f I-, r{CN LL[: ALtOU'C: 1#141I12 _-- PARCEL: OE07L3 fl 24 TOWN 0= •ACNLFEOR ACCOUNT: Rn7T&cI; :ARrr : f{1n7 4?fnOr,r JUN AIHAIN 6.JSICA-C_E ACCOUNT :ARCS_ e.807_92c00E6 PERMIT I . - ' EX-cT-NG LA:OU f+.E rte T I3nl!NrARv I - - - - I V -83-O0 _. TR=CYC_E LANE-. :ARCr r.81'7 cornarn — 11_ I' I ti q `` I, I I I r It_� �I I A- t- N,, + I^ 11 I.,. y. I__ I i"' — c 1 '-Y- 1 ,2'x''^ PO'IL) (MINOR V OU NT 0- N- AG} 1:I • li r l-1'_, I( qx' hoi t.. •}IYI+{I'Illll lllii}li4 •�...- NOTE: 11 Ie1'`� 51 - , l� 1.�x�SSr 3:s.\ t`7 Ia . , ��`• 1\l1'>J NW_ a Y57 . s -- '` a.` � >, ti -. • 1tiS� '' w-."- — �•'•~ �%, .,,I 4. .� _ 'rh: — .� mot%` \1c\\tS �r--"-.* � rrrr _ '-k.ti1``i`\',`§:• r TO MI OFWINESOx WATT; r I 1 y- I- DAk&MICHELLEHAYDEN ACT CA INT:-R•-4fi-4ri(a :ARCr : r13Ca-&7Ff((lf 4 trt r,�r.4 jrff).11 rr:.t'AV' /..1))-% 4d11F i-.. r,rf7R�r 1. n TTY IA ACCOUNI 84193106 ARCS_ O$O7 91x.0066 _ HAUL ROADS AFFECTED LANDS: LEE: VARIOUS OUT BUILDINGS FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL Na O8123C1480E & PANEL NO. 0812301481E EFFECTIVE DATE: JANUARY 20, 2016 EXISTING VEGETATION: FALLOWED AGRICULTURAL LAND SURVEY INFO: KR; nm-sink EXIST=NG ;;ti _ _ , ,,• PrRMIT ZO(IN3AR`1 )GEORGE i ?ARCM f1 SSTN1; AZrA -: f -I Kmx; SURVEYORS $Gfl 1'.. {x Lac.: !3ri ac I w:nd or. C k:crrado 80•rw5i'• O •- : �`-- 1.}:1.�firfi-,il'I I ::m:r1, n=rnu.;t1',t€•Irl::cnr;cn•• APPLICANT` BESTWAY CONCRETE & AGGREGATE 3O1 CENTENNIAL DRIVE MILLIKEN, CO 8O543 i -, \�,_ '4-- --f _ /1 ✓r �f I.—_ .. , 1�� ---yne /rr SY Id _ RGY OIL d GAS {--r 3 f GEORGE & 3ETTY HALL ALL-DLI, I : l;11JT J-31 PAR=r t-e&7_9C:+CO" f 'ELL PERMIT' NO.. 12169-R l 4 I L ..�.._... ;a=f GST TRUST i ~tit ti grr�y 777tfi7,{t:::::,71, -.W 1i I rh Tl 1 14 (` ---1. 1�i` 71 - .-. I I ti ----I - Itv1.1):—Ill. ~LI-I z1y_ lam— L -- L, i—L 1 4—'-7 —I -al --^v — '*4 Imo_. 4--1 x_.11 �I •—_ 1---1 I—_ k --` `I —� ti i c. _ L _---I i.fl .._l_ 1 ,1 4 �-1 %1—V l t__ t_1.z t_ t L I__ 11_ - L, .` ''. ,1 1 I L_ ....1-4 —1 —E —I t1 I___, 1 I_ _1 , I-- ~ I-- I_I ` �+ vl —5�._ 1.1 i- `I -I `y I- 1 L --,. I__! -r 1, i `1 W, 7 I I r I =_, VI i 1 L_ /I / f — ll . 1 I rl 1 i—I • ( c_. ~� 1 If —+ I ( 1 I/r/• f r--� `I I4 f-1 I__ I ?.f ...., CIVIL RESOURCES. LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. I ,; 03/20/17 06/27/17 ANDREW R RODRIGUEZ, P.E. DATE CIVIL RESOURCES. LLC. • LEGEND EASEMENT SECTION LINE QUARTER SECTION LINE RIGHT-OF-WAY PROPERTY LINE RECORDED P PLATTED M MEASURED S • i O CIVIL RUSIHIRCLS, LLC 323 5Lh STREET P.U. Box 68O FREDERICK, CO 8053O 303.833.1415 ViVIVV.CI'JILRESDURCES,CON1 BESTWAY CONCRETE, INC. 30_ CEFITEYYIAL DR, V=_L_{=N CO $4E43 97E 5$T CONTACT: V ARK JOHNSOY T7 FOUND ALIQUOT CORNER AS DESCRIBED SET ALIQUOT CORNER AS DESCRIBED FOUND MONUMENT AS DESCRIBED SET 24" OF 44 REBAR WITH A GREEN PLASTIC CAP STAMPED KSI, LS 34995 CALCULATED POSITION LA POUDRE AMENDMENT AMENDMENT TO M2000-144 R E10E:Q I5 NO. JESU UIF'I_ON DA1 I �. L,LYI:-IEIr D_S_GNED 13Y: ARR. D--4. AMY 3Y: ARR CHEC< D BY: ARR JAI E:::512.1,-7; SCALE: AE PICT=C` AS NOT1) JOB NO.: 213.[0U' ,2'8 DING YAvr:cov=I&-EYISICDNL)S.J1r•1G EXISTING CONDITIONS VICINITY SHEET: 2a J;13esiveay-212MinsdnnLEE AhlEMDMEUTIdritaingslSheetslCOVEP-EXISTCOVdS.d1g, 5/2512C17 2:51:2a PVI N'PTH P 50 100 W Fir} Know wfiars below. Call before u l+4 � STRUCTURE INFO: TOWN OF 1A'IYJSOR C•Ilr'Itii r RI -111144 PA ZC=L: 4151304.1194.1.0 TOWN 0- \rr11cr?R 4CCOUIII.Rbr/Eb34 'ARCE_ €807:92C0057 I UNITED a'ATE & --�-' SANIT4TTCN DicT; C7 SCH-OUL=: RD.32.312 F 7 ' AIiCE_. .6_+IIF:[19i:1 FOUN YE 1 \ J • • • . . • • • • • • • • •• • ■ • ■ • :• • • • a ■ ■ PARCEL 2 : I EXCEPTION -■ _N -6-J ■ 'y 1 NORTHWEST CORNER SECTION 19, T.6N., R.67W. /CN LLC FOUND 3 1/4" ALUMINUM CAP ON #8 REBAR, LS 30120, 2012 IN MONUMENT BOX PARCEL 2 POINT OF COMMENCEMENT r #4 REBAR WITH LOW PLASTIC CAP LS 3362 1 JESSICA .(EE 20:4 SEPARATE -_ PROPFRTV TRUST ACtr?IJ NT' R I' 113441= PARCEj : OLEO /192HCUS4 • WELL PERVIr NO. 50985 -MN VARIOUS BUILDINGS OWNED BY LAND OWNER HIGHWAY 392/WCR 68 & ROW (WELD COUNTY PUBLIC WORKS) WCR 13/N. COUNTY ROAD 1 (WELD COUNTY PUBLIC WORKS)(LARIMER COUNTY PUBLIC WORKS) TRAFFIC LIGHT (WELD COUNTY PUBLIC WORKS/WINDSOR) OVERHEAD POWER LINE WESTERN & EASTERN BOUNDARY (PVREA) DRAINAGE FA..EMENTS (COOT/WINDSOR) GASLINE SOUTHERN BOUNDARY (DCP) GASLINE WESTERN & NORTHERN BOUNDARY (XCEL) GAS FACILITY (XCEL) TELEPHONE, WEST AND NORTH (CENTURY LINK) POND, WEST OF SITE (UNITED WATER & SANITATION DISTRICT) CABLE, WEST AND NORTH (COMCAST LINK) CABLE. WEST AND NORTH (DARK COM) VARIOUS GRAVEL MINE FACILITIES (BESTWAY CONCRETE) WATERLINE WESTERN & NORTHERN BOUNDARY (TOWN OF WINDSOR) / /r AFFECTED LANDS: f .i.i. • i • ■ ■ ■ • • • • • • ■ i • • • • • • • • • • Ir r• FO —r cra r r _4 /r::rt;'iiv.I r Toz -'A1r /LN �' �1. -- TOMR'N ,^ / =.ORi r 710 '+ 1 CIO rr/ 1 ;' .. .. ....•...•.......•..•.•.•.....•.•.•.•.•...Y::::r:::.v:r;J.�:..:r.:v:::r.Y.1v:;:.•::Y..:r:iY.v:r:1v:::r:::1v:::r.:�:::r::::Y..:r.:v:::r:r:1v:::r.:v:.:r.Y.:�:::r.1v:;:.•:J,:virir:ti,:rrJ::i•i •: r::vrrii:Y:1•:.;.;..' ! . ••• •,:':••':t.itin •:•:•IPIP WINII':•:•::•:':•:': :••I AA:•eMard'ji: :,••.ti.:'::•A:•:•••,•':•:••••:'::•:':•h'::•:•:•::'•,••:•: ••:•,te:':•L'::•:•:•::•••:'...•••••••••J•••••••••••••:••••••••••••••••••.l:'L•: :•••:'::•:•:•:'::•:':•: •••,:':•: ••:•'.'::•:':•L'::• • ...' ee.y.v1:•..•.,'.•.sYAW,W.W,tY.w.,...vee W...O31':'.:•1::rel.:':..•:r.,V::::::dV:'::,1:•L':r::.:1•:r.•r.1V:::r.'r.1 V:1.5'.::'.:':'::.5:':,::.:V:::r.'r.1V:r.5'.1':.:':r.5'.:1'::::.1V:::r::.:V:r::.::':::,.s•.1'::,•.•,., V::::::.1 V: r::.1:'.:':::' / :ri}:i}jip'7•::•:•':'•'n':':•c:•:••:'•'•::':•'n':':•:'•••••••.:...:.....:•:•:•::•:•:•:•::•:•c'::•:••en•••••••'•'•••'•;••••••••'•'•': :•:••: ••'•: .,..... 112.••: •••:. .AT D'rg.l+,gi�E EgSF,1, {;,,, • • •::i:'3M•:•:•::•::••:;•:?:::•::? • ::'r':•i:.I::::i :::'':r? ::::? i::':•::? ::: }; :::i::i ::::?:•::'ri::? :'':;•:?:::•': }; 'r':•i:? ::'r'::?::•':•i:? :::'':;•:?::':I:I.J. 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LEE: VARIOUS OUT BUILDINGS FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL Na C8123C1480E 3e PANEL NO. 0812301481E EFFECTIVE DATE: JANUARY 20, 2016 EXISTING VEGETATION: FALLOWED AGRICULTURAL LAND x4f •'1.'''•• 55 , V. ,+ •,•. J: •.' ,: ..:vt. .•1 :•, l SURVEY INFO: 4 y■{ajiitWH-tFI' 1• I1 IN I. F+-I_I I_I. NKr. Kmx; SURVEYORS fo6C1 1'.. {x lac.: !31iAc I w:od;:,r. r C.OLEMJ, 8i''55i". ('-- � ^r n:_ I •J I � fir:fi-mil' I I : m••7 1- n=rrlU.;tl "_t€.Ir:: cnr; rn-- APPLICANT: BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CO 80543 a N OTE: / I I I I I I cnvrR-Tr :LAYI I I II FO w PO n .30 ACCESS EASENLW' rD MARY R/Q 'ARDS •r•.; BOCK 1245. PAGE 1tk?7'. .N„ • • •1 v •• l ••<•' I:f• •4.• . . �, • FD ••••"'' `.: i.. • • .. :.i 1.,. i C'kX & MICHELLE HAYUEY ACC IN1NTR4QC,4110a PARCEL: [IIJ/ii33[IIJi[l4 •=1}rals 10' UPLITY EASEMENT :.^ .: . t. L. i 4:' f. F.0 PUBLIC .sfkt/PCE CO s ju AGE) REC. NO. 2410575 L I•JVN Oh WINLDSC z r. FE FO F6Fe- .\ •p. f .I • :11.1i J'L4 •:C M•�"•41' 1 •:1:!•. C M1 'ti4' _ ... t. • 5 :l • l!„' ,J'":. • ry} ' •,.. .. .'1., .Y : l., ..... _...:, „L...C, u. n.. ..♦ ', ..•1 , .,] '• • 1: .., , . '..:I:., nt". .:': •n. , :' "JI .y :• 1 .,,; , ,. :.••':;4•• S ..yv ,' .4E ;. :l.t: ..'. • •N • ..... • I`1• ... rr.. i'. '! • 4 • f • ':r. '1 ''T:•. .. • a i :. i •x: . %1 • ,. I. y.• kCCOUI'll. R.4194106.:.',,j..:.•.'.1:•�.1.'•:.'.,•..'.":.•:,':•,:'.. t 1 . PARCEL. 4_0 19_OOe.55 J t , 'Ini•iiIns nom n'.., u..• n .A,. • • o 1 i f '' 1•I,• ','•• 11 •• ; I . p;.• : Y. .. S'• .'n • f5 :• •I.— . \••,••• • e J i. ..,1. ...f,. . •., 1CiRTYLJ.rrI.JD t5a£-JVEL.ILUUt Yx 'f.Y:d'1 F • • •1-. :,• •,,r • •'ti ' . 1 . :'' ;. • .,,. , /.. ' J'; I 'I, b ,, , . .,f..-__ 74 PrirliVrrna V.17 Lin; CIVIL RESOURCES, LUC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLG. IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIMSION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. 03/20/17 06/27/17 ANDREW R RODRIGUEZ, P.E. DATE CIVIL RESOURCES. LLC. ,,. • J •', •,' :': , . a. ' •.YI •...Lr F, • • h *Oh sommor•Bin, .#4:5:11-41-lon NE NI • 323 5Lh STREET PD. Box 680 FREDERICK, CO 80530 303.833.1416 BESTWAY CONCRETE, INC. 3.01 CENTENINIIAL DR, 97E SST 7277 CONTACT v ARK JOHNSOY sl • PkOCESSING AREA 1. LEGEND • EASEMENT SECTION LINE QUARTER SECTION LINE RIGHT-OF-WAY PROPERTY LINE RECORDED PLATTED MEASURED 3 • • FOUND ALIQUOT CORNER AS DESCRIBED SET ALIQUOT CORNER AS DESCRIBED FOUND MONUMENT AS DESCRIBED SET 24" OF 44 REBAR WITH A GREEN PLASTIC CAP STAMPED KS!, LS 34995 CALCULATED POSITION LA POUDRE AMENDMENT AMENDMENT TO M2000-144 RECEDUNIS NO. JESC _ON Dr:E_CiN ED BY: APR SCALE: AS NOTED Ac NOT 7) EXISTING CONDITIONS A3esiveay-212\WinsdrALEE AVIEMMIEUTIdreaings\Sheets\DRhlS,APP-FIGS.ddg, h12N2C1l 2f2,1 PVI NOTE: CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WLL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. 0,3/201W 06/27/17 ANDREW R RODRIGUEZ, P.E. DATE CIVIL RESOURCES, LLC. APPLICANT: BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CO 80543 FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 0812301915E 01 9 1 5E EFFECTIVE DATE: JANUARY 20, 2016 NOTES: 1, AREAS NOT DISTURBED BY CURRENT MINING ACTIVITIES OR UNDER RECLAMATION WLL BE MAINTAINED AS FARMLAND, PASTURE OR OTHER SUITABLE COVER CROP UNTIL MINING BEGINS IN EACH PHASE. 2. PRIOR TO CONSTRUCTION ALL UTIUTY, GAS WELL, OIL WELL, & WATER WELL LOCATIONS MUST BE VERIFIED. 3. INTERNAL MINING HAUL ROADS TO BE WATERED ON A REGULAR BASIS TO CONTROL DUST. 4, TOPSOIL & OVERBURDEN WILL BE SEGREGATED AND STOCKPILED AROUND THE PERIMETER OF THE MINING AREA. ,5. TEMPORARY STOCKPILES VARY IN LOCATION AND SIZE INSIDE EACH PHASE. a THE BATCH PLANTS AND PROCESSING AREA TO REMAIN AS SHOWN. 7. CONVEYOR/HAUL ROAD WILL EXTEND INTO EACH PHASE AS MINING PROGRESSES. 8. REFER TO EXISTING CONDITIONS MAP, SHEET 2, FOR STRUCTURE OWNERSHIP. $, THE TOE OF THE MINE SLOPE IS DEFINED AS THE CONTACT OF THE MINE SLOPE WITH THE TOP OF WEATHERED BEDROCK. 10. MINE EXCAVATION LIMIT AND MAXIMUM MINE SLOPE TOE CAN NOT BE ENCROACHED BY EITHER EROSIONAL PROCESSES (SLOUGHING) OR MINING. 11, THE OPERATOR WILL MINE THE SITE IN SECTION AS DEPICTED. 12. JURISDICTIONAL WETLANDS WILL NOT BE DREDGED OR FILLED PRIOR TO OBTAINING A 404 PERMIT FROM THE US ARMY CORPS OF ENGINEERS. 13. ALL STRUCTURES AND UTIUTIES INSIDE THE MINING AREA TO BE DEMOED PER CDPHE AND WELD COUNTY REGULATIONS PRIOR TO MINING THE AREA_ 13. THE LA POUDRE MINE (M-83-090 JAND THE NORTH LA POUDRE MINE (M-200-144) HAVE BEEN MINED OUT. THE LA POUDRE MINE WLL BE RECLAIMED AS EITHER A SLURRY UNED POND IN THE WEST OR AN INERT FILL. THE NORTH LA POUDRE MINE HAS BEEN RECLAIMED AS SHOWN ON SHEET 3A, FURTHER SEEDING AND SITE CLEAN-UP WELL PROCEED ONCE THE LEE AMENDMENT IS COMPLETE. FURTHER SEEDING WLL OCCUR ONCE THE MINING OF THE LEE AMENDMENT HAS BEEN COMPLETED. LEGEND: •1111. r r r r 0 -OHU 0 T❑ -x- rFl I I ranr= PERMIT DOUNDARY MINE EXCAVATION BOUNDARY MINE SLOPE TOE MINING PHASE LINES 104 YR. FLOODPLAIN EXISTING WATER EXISTING POWER POLE EXISTING OVERHEAD POWER EXISTING GAS UNE GAS MARKER PETROLEUM WELL GAS/OIL EQUIPMENT TELEPHONE PEDESTAL EXISTING FENCE EXISTING TREE EXISTING STRUCTURES MINING SEQUENCE `\'>Z OVERBURDEN STOCKPILE rn '•'D00 HAUL ROAD/CONVEYOR SOIL TYPE BOUNDARY GENERAL BOREHOLE SLURRY WALL BOREHOLE MONITORING WELL BEI SOILS MAP LEGEND MAP UNIT SYMBOL MAP UNIT NAME 3 AQUOLLE AND AQUEYTE, GRAVELY SUhi 3ETRRTU 'LJ 3ANKARDSkNJY _DAM. U I0 3=Ei(:=NI S_0 -_S, FRE($JEYILYFLOODED 11 KIM I OAv, r TO 1 Artr.rNT $1 opr$ 32 KIM LOAv, _ TO 3 PEs.CENT ELOPES 33 KIM LOAv, 3 TO 5 PE .CENT ELOPES El UI Elm SANDY _DkM, 1 103 PE . 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BESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. /20/17 06/27/17 ANDREW R RODRIGUEZ, P.E. DATE CIVIL RESOURCES, LLC. APPLICANT: BESTWAY CONCRETE & AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CO 80543 FLOODPLAIN INFO: FLOODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 0812.301915E EFFECTIVE DATE: JANUARY 20, 2016 NOTES: 1, AREAS NOT DISTURBED BY CURRENT MINING ACTIVITIES OR UNDER RECLAMATION WILL BE MAINTAINED AS FARMLAND, PASTURE OR OTHER SUITABLE COVER CROP UNTIL MINING BEGINS IN EACH PHASE. 2. PRIOR 70 CONSTRUCTION ALL UTIUTY1 GAS VIEL4 OIL WELL & WATER WELL LOCATIONS 1 MUST BE VERIFIED. 3. INTERNAL MINING HAUL ROADS TO BE WATERED ON A REGULAR BASIS TO CONTROL DUST. 4, TOPSOIL & OVERBURDEN WILL BE SEGREGATED AND STOCKPILED AROUND THE PERIMETER OF THE MINING AREA. •5- TEMPORARY STOCKPILES VARY IN LOCATION AND SIZE INSIDE EACH PHASE, 8. THE BATCH PLANTS AND PROCESSING AREA TO REMAIN AS SHOWN. / 7. CONVEYOR HAUL ROAD WILL EXTEND INTO EACH PHASE AS MINING PROGRESSES. 8. REFER TO EXISTING CONDITIONS MAP, SHEET 2r FOR STRUCTURE OWNERSHIP. 9• THE TOE OF THE MINE SLOPE IS DEFINED AS THE CONTACT OF THE MINE SLOPE WITH THE TOP OF WEATHERED BEDROCK. 1O.MINE EXCAVATION LIMIT AND MAXIMUM MINE SLOPE TOE CAN NOT BE ENCROACHED BY EITHER EROSIONAL PROCESSES SLOUGHING OR MINING. 11, THE OPERATOR WILL MINE THE SITE IN SECTION AS DEPICTED. 12. JURISDICTIONAL WETLANDS WILL NOT BE DREDGED 'DR FILLED PRIOR TO OBTAINING A 404 PERMIT FROM THE US ARMY CORPS OF ENGINEERS. 13. 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IC SEAlICE CO RFC O. 2410575 S 7. TTNf; iAULROAJS =Y.1S 1DIG BA I C H LAVT y:. MINE 3OUVL`ARV • • . l _ yi , STI T 5TORAG- �+ GEORGE & B=TTY 1A__ ACCOUNT: R4193106 :ARCr rf3f17•cor.nflL5fi LA NJIJJR_ 1 MINE 3OUVDARY 1 �t c y 0 323 5Lh STREET P.D. Box 680 FREDERICK, CO 80530 303.833.1415 ViV'J`'lV.CI''JILRESDURCES,CON1 BESTWAY CONCRETE, INC. 3o: CErITEVVIAL DR. V__L=KEN, CO 80543 97E 5Sr •27 CONTACT: V ARK JOHNSON LA POUDRE AMENDMENT AMENDMENT TO M2000-144 RECE:OV5 NO. JtSf. sIF I_UIV DAI = t 9li_'ALL Y 1 iP • 1 . E:<1S I!NG LA POUI}RE'.,:.... ' c• • .. ::�'...... n, .. • ),I : • • 1.• M1.... , r•:.:i • .. 1•.:•.' I. :; ,•:. 1 JOB NO.: 2'13.00:.2'8 DrS_GNEJ 13Y: AIM Dr+.A\NY 3Y: ARM CHEC< D BY: ARR JAI E::3 -.:-.PI' SCALE: AS NOTED At NOT I) ": } ..4; .T=,f^ 1 . `,.,x,.,4,,6'•;.:' • 15M; NIA vr:I)iVS-API'-F_L .D.UG MINING PLAN SHEET: 3b A3esiveay-212MinsdnrtLEE AMEMDMEUTIdritaings\Sheets\DRUS,APP-FI ;S.ddg, h12g12C17 2:6432 Pill NOTE: CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH RESTWAY CONCRETE. RESTWAY WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. O.7.5r2O/17 06/27/17 ANDREW R RODRIGUEZ, P.E. DATE CIVIL RESOURCES, LLC. APPLICANT: BESTWAY CONCRETE Sc AGGREGATE 301 CENTENNIAL DRIVE MILLIKEN, CC 80543 FLOOPPLAIN INFO: FL0ODPLAIN INFO IS FROM FIRM FLOOD INSURANCE RATE MAP PANEL NO. 08123C1915E EFFECTIVE DATE: JANUARY 20, 2015 NOTES: 1. PRIOR TO CONSTRUCTION ALL UTILITY GAS WELL, OIL WELL Sc WATER WELL LOCATIONS MUST BE VERIFIED. 2. ALL DISTURBED AREAS SHALL BE SEEDED WITH THE SPECIFIED SEED MIX IMMEDIATELY AFTER MINING IS COMPLETE FOR EACH PHASE, BETWEEN LATE SEPTEMBER AND MID —APRIL. LEGEND: PERMIT BOUNDARY J f / ! 100 YR. FLOODPLAIN 0 M OHU EXISTING WATER EXISTING POWER POLE EXISTING OVERHEAD POWER G- EXISTING GAS LINE GAS MARKER PETROLEUM WELL GAS/ OIL EQUIPMENT TEI FPHDNE PEDESTAL SEEDING SPEC FOR UPLAND AREAS a CELL 22 2E RC - x EXISTING FENCE EXISTING TREE EXISTING STRUCTURES RECLAIMED POND NUMBER OVERBURDEN STOCKPILE TOP OF GRADE OF RECLAIMED PONDS GRAVEL ACCESS ROAD UPLAND MONITORING WELL COMMON NAME (VARIETY) SCIENTIFIC NAME LBS PLS/ACRE SAND BLUESTEM SAND LCVEGRASS INDIAN RICECRASS PRAIRIE SANDREED GREEN NEEDLEGRASS LITTLE BLUESTEM YELLOW INDIANGRASS SWITCHGRASS SAND DROPSEED NORTH 9 SJ 10 [i ( 1277m) mow mats below. Call Wan youdig, (CHAMP, CHET) (BEND, NATIVE, NE27) (NEZPAR, RIMROCK) (COSHEN) (LODORM) (BLAZE, CIMARRON, CAMPER) (CHEYENNE. HOLT, SCOUT) (BLACKWELL, NEBRASKA 25) 1 15 3 0.75 1.5 0.75 0,5 1.5 0.5 TOTAL LBS PER ACRE: 12.0 I D\NN 0— •NINJSUR SC-IEDU_E: X03333-14 :ARCr ' F36 101.66x7 UN:TEC` WATER a SANITATION D -STRICT SC-IEI?U_E: W333352 =ARCS_; y624UC(J C1 n 4 0ce PARCEL 2 EXCEPTION T01R'N 0= NINJSOR ACCOUNT' Rfi-7f:fi17 Aldl E_; 1:110/ 92i:U1]ES J r — r ---, FOUND •4 4EBAR WITH YELLOW FLUSTIC CAP — r 'L5_3?642 I � • r WELL PERM" NO. .50985 —,NY I TOWN f7r M'TNDSC] . }r I ri e 4 •r.C4.DUl'JI; 1�6r1,6.. PAR J:1. 0_F 0.19Z00e:57 N L' I r' � I ,-\� 1 - ,--yr Jf I ._ r J r f /1 r J r r 1. CNIIC ACCCUI',T: Rs7o4101 PARCEL: U8U7183PUP2- r r 'r r NORTHWEST CORNER r SECTION IS, T.6N., R,67W. r' FOUND 3 174" ALUMINUM CAP iJ ON 6 REBAR, LS 30120, 2012 --- ---- IN MONUMENT BOX / PARCEL 2 POINT OF COMMENCEMENT — / J DARK I i '`b FIBER OPTJC/CABLE t7'i2.e FfR.? WAS' CENTURY LINK CABLE/FIBER WEST SIXTEENTH CORNER SECTIONS 18/19, T.6N., R.67W. 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La Poudre Gravel Mine (M -2000-144) Dear Mr. Johnson: This letter has been prepared to address the Mined Land Reclamation Board (MLRB) Construction Materials Rule 6, Section 4, Subsection 19, Exhibit S - Permanent Man -Made Structures (6.4.19, Exhibit S) for the proposed Lee Property Amendment for the N. La Poudre Gravel Mine. This letter describes the project and slope stability calculations carried out to evaluate the minimum distance between the edge of mining and adjacent structures to avoid damage to the structure. The site is located north of the Cache La Poudre River, east of WCR 13 and south of Highway 392. The site is within the northwest IA of Section 19, Township 6 North, Range 67 West of the 6th Principal Meridian. The project is located in Weld County, Colorado, as shown on Figure 1. Bestway Concrete & Aggregates plans to wet mine the entire mining area on the Lee Amendment Property with a mining slope of 1:1 (horizontal to vertical), as indicated in the DRMS permit application. This report lists proposed safe setbacks for mining from structures within 200 feet of the permitted mining boundary based on stability calculations. Actual setbacks may be greater due to permit limitations, zoning requirements, construction issues, agreements with owners, and extent of economically mineable aggregate or other issues. GEOLOGY The site is located approximately twenty (15) miles east of the foothills of the Colorado Front Range on the western flank of the Denver Structural Basin. The basin is a down warp of sedimentary strata that trends north-northwest, parallel to the mountain front. Based on regional geologic mapping (Colton, 1978), the near surface material in the project area is the Piney Creek Alluvium (tip). The Piney Creek Alluvium consists of dark -yellowish brown or grayish -orange, clayey to fine sand, and well -stratified silt. The bedrock unit consists mainly of claystone and may contain lenses of siltstone and sandstone. GEOTECHNWOAL CONDITIONS The mine site is located on a terrace of the Cache La Poudre River. The Piney Creek Alluvium most likely overlies sandstone and claystone bedrock of the Denver Formation. Well construction data obtained for the area encountered approximately four feet of overburden topsoil overlying sand and gravel ranging in depth from 16 feet to 19 feet. As a conservative approach based on experience and information gathered from existing mines in the area, it was assumed that the top four feet of bedrock is weathered claystone overlying non -weathered claystone. Mr. Mark Johnson June 26, 2017 Page 2 From a geotechnical standpoint, the sand and gravel will form the majority of the mine slopes. These soils are generally strong and stable, particularly when dewatered. SITE GROUNDWATER Civil Resources conservatively modeled the groundwater at five feet below the ground surface, based on the geotechnical exploration completed by Drilling Engineers in 2017 and data from Bestway Concrete. STRUCTURES WITH 200 FEET OF DISTURBED AREAS The known, permanent, man-made structures within 200 feet of the proposed mine areas that are not owned by Bestway Concrete & Aggregates are listed below: • • • • • • • • • • WCR 131 N. County Road 1 (Weld County Public Works)(Larimer County Public Works) Highway 392 WCR 68 (Weld County Public Works) Traffic Light (lntersection)( Weld County Public Works) Overhead Power Line (Western & Eastern Boundary)(PVREA) Drainage Easements (CDOT/Windsor) Gas Line (Southern Boundary)(DCP) Gas Line (Western & Northern Boundary)(XCEL Energy) Gas Facility (XCEL) Telephone (West & North)(Century Link) Pond (West of site)(United Water & Sanitation District) Cable (West & North)(Comcast Link) Cable (West & North)(Dark Cam) Water Line (Western & Northern Boundary)(Town of Windsor) MATERIAL PROPERTIES Overburden The index properties for the insitu clay overburden were based on field testing data and on our engineering judgment; the following parameters have been used to model the overburden. Dry Unit Weight (pci 103 Moist Unit Weight (pct) 114 Saturated Unit Weight (pci) 126 Cohesion C' psf 50 Friction Angle 40° 29 Alluvial Sand and Gravel The sand and gravel is generally medium -grained sand, medium dense, poorly to well graded, and generally clean. The deposit ranges from fine to coarse sand with some silt and occasional rounded to well rounded gravels less than two inches in diameter. The alluvial sand and gravel has been modeled as follows: Dry Unit Weight Moist Unit (pct) Weight (pci) Saturated Unit Weight (pc#) Cohesion C' psf Friction Angle o' 119 129 130 0 35 Mr. Mark Johnson June 26, 2017 Page 3 Claystone Bedrock The proposed mine area is generally underlain by claystone bedrock. Claystone is generally a weak bedrock and is often prone to slope instability and the bedrock foundation strength is critical for the highwall stability. For the claystone bedrock, two potential strength conditions were considered. These strength conditions are referred to as: 1) peak strength, and 2) residual strength. Peak strength is the maximum shear strength the claystone bedrock exhibits. The shear strength is made up of both cohesion (diagenetic bonding) and internal friction. Under short-term conditions for unsheared claystone, peak strength governs behavior. If a sheared surface or sheared zone is present within claystone as a result of faulting, slippage between beds due to folding, past shrink -swell behavior, stress relief, or from a landslide, the cohesion along the sheared surface is reduced to zero, and the angle of internal friction is decreased, due to alignment of clay minerals parallel to the shear plane. Under these conditions a claystone exhibits its lowest strength known as residual strength. Residual strength bedrock occurs in discrete zones, parallel with the sheared surface or zone, whereas fully softened strength occurs over a broader area (not used in this modeling). Based on data from other recent jobs and engineering judgment, the residual strength claystone was modeled in a four -foot thick layer (conservative) overlying the peak strength bedrock as follows: Dry Unit Weight Moist Unit Weight (poi) (pct) Peak = 126 Residual = 110 116 • STABILITY ANALYSES Saturated Unit Weight (pcf) Peak =1 5 Residual = 133 Cohesion C'psf Peak = 100 Residual = 0 Friction Angle G'° Peak = 25 Residual = 15 The stability of the proposed mining limits was evaluated at four sections under anticipated loading conditions around the perimeter of the site and is discussed below. The computer program XSTABL was used for the analysis. The method for selecting the critical failure surface for each analyzed loading condition is the following. The Modified Bishop's Method of Analysis is used to find the critical failure surface by randomly searching with a minimum of 12 termination points and 12 initiation points (144 failure circles) with 7 foot line segments over a broad range of the slope surface. This procedure is repeated over different initiation and termination locations until the most critical factor of safety failure surface is identified. The range is narrowed and 12 initiation points and 12 termination points (144 failure circles) with 7 foot line segments for the final run of 144 circles to determine the lowest factor of safety. The four cross-section locations were selected to analyze proposed minimum setbacks for stability of structures using appropriate surcharge loads for the mining limits. The cross sections are modeled with a 2.5:1 (H:V) highwall. All mining slopes are modeled to be no steeper than 2.5:1 (H:V). The locations are shown on Figure 1. The majority of the mine is surrounded by paved roads on the north and west and utilities on the north, west and east. In order to analyze both the utilities and the road two runs were performed per section by varying the initiation and termination points, this is conservative as the structures closer to the mine highwall will have a lower factor of safety. - Using XSTABL the first set of runs was performed to model the failure at roads and power poles. - Using XSTABL the second set of runs was performed to model the failure at the gas facilities, underground utilities and drainage easements. Mr. Mark Johnson June 26, 2017 Page 4 - Once final analysis is complete the two runs will have analyzed 144 circles per section and a total of 1,152 failure surfaces. A discussion of the actual section is presented below. ► Section A -A': This section considers WCR 13 148 feet to the west of the mine highwall and a surcharge of 400 psf. This section also considers the Xcel Gas Facility 100 -feet to the west of the mine highwall. A high phreatic surface was used to model the maximum water surface. ► Section B -B': This section considers WCR 13 33 feet to the west of the mine highwall and a surcharge of 400 psf. This section also considers underground utilities 27 feet west of the mine highwall. A high phreatic surface was used to model the maximum water surface. ► Section -C': This section considers WCR 392 37.5 feet to the north of the mine highwall and a surcharge of 400 psf. This section also considers underground utilities 37.5 feet north of the mine highwall. A high phreatic surface was used to model the maximum water surface. ► Section D -D': This section considers the overhead power line 60 feet east of the mine highwall and a drainage easement 30 feet east of the mine highwall. A surcharge of 200 psf was included to model the live load from the access road and dead load from the overhead power line. A high phreatic surface was included to model the maximum water surface. The material index and engineering strengths assumed in this slope stability report are discussed below. STABILITY ANALYSES RESULTS Stability analysis included one condition: 1. Proposed dry mining slopes (dewatered). The permit boundary setback will be 15 -feet minimum from the high wall and the setbacks to the structures are listed in the Tables below. The factor of safety shown below is the minimum factor of safety for the condition. The setback distance can be increased as needed to address other restrictions. TABLE la - SLOPE STABILITY RESULTS - RUN I Section Location _ Critical Structure Setback from Highwall Modeled Surcharge (psf) Factor Safety of AA' Western Boundary WCR 13 148' , 400 2.762 BB' Western Boundary WCR 13 46' 400 1.486 CC' _ Northern Boundary Hwy 392 _ 98' 400 1.665 DD' Eastern Boundary Overhead Power Line 80' 200 1.561 Mr. Mark Johnson June 26, 2017 Pages TABLE lb -SLOPE STABILITY RESULTS -RUN 2 Section Location Critical Structure Setback from Highwall Modeled Surcharge (psf) Factor Safety of AA' Western Boundary Xcel Gas Facility 100' N/A 2.095 BB' Western Boundary Underground Water, Gas Utilities Fiber, 36' N/A 1.403 C Northern Boundar y Underground Water, Fiber, Gas Utilities 36' N/A 1.62 DD' Eastern Boundary Drainage Easement 30' N/A 1.271 CONCLUSIONS The minimum distances proposed in this report will protect the subject structures, however, the actual setbacks may be increased for constructability and maintenance considerations. LIMITA TIONS Our review is based on regional geologic mapping, present mining plans, public well construction data, and stability analyses using typical strength parameters for the various strata in the critical sections. Should the mining plans change or subsurface conditions vary from those portrayed in this letter, we should be contacted in order to re- evaluate the potential effects on permanent man-made structures. Stability analyses were run at the structure in question and were not run on failure surfaces closer to the highwall. Note also that surcharge loads due to temporary material stockpiles and overburden berms were not considered in the analysis as there are no plans to have berms or stockpiles around the perimeter of the mine. Please call with any questions or comments. Sincerely, Civil Resources, LLC Andy Rodriguez, P.E. Civil Engineer Attachments: Figure 1 - Slope Stability Cross Sections Locations PLAN Figure 2 - Slope Stability Cross Sections Boring Locations Boring Logs XSTABL Model Output: AA, BB, CC, and DD J:\Bestway-213\Winsdor\LEE AMENDMENT\DRMS\Exhibits\Stability Analysis\Stability analysis report - LeeGravelMine.doc J,1 ;es lveay 2121WinsduntEE AMEMD i1EVT\Drawings\Sheets\SlupeStabiliiy-ee. 'ig, 6/28/2C17 2:5B:1B PV 1 *TOWN OF WINDSOR SCHEDULE: R0333344 PARCEL: 8613000907 U NITED WATER & SANITATI S CHEDULE: R0333352 PARCEL: 8624000901 TOW ACCO PARCEL LE w w )N DI 1 STF ICT B 2 TOWN OF WINDSOR ACCOUNT: R6778632 PARCEL: 080719200055 N OF WINDSOR JNT: : R6778634 080719200057 2f I I I I I I4' QSGP, 1*1 T7; - E JESSICA 2014 SEPARATE --` PROPERTY TRUST ACCOUNT: M0342395 PARCEL: 080719200058 I LE r sr_b% JE SIC AC ARCE WELL PERMIT N A 2014 SEPARATE-`^ PROPERTY TRUST 1:OU NT: R1218996 L: 080719200054 50965-U/I 1\04;; I I I I I I I I I I I I I I I I I I I _ * 00• 1 CN LLC ACCOUNT: R6784102 PARCEL: 080718300024 4+00 UAL/TY EASEMENT 0 PUBLIC S€RI•]CE CO. 0-208283 N7t1RY LINK BER OPNC/CABLE UREA OWE 44.4 7ERUNE XCEL GA SUN! DCa GA_UNE der I DARK COM FIBER OP 7.3 c ?CA ES 2 XCEL GAS n N) COM CAST CABLE/FBER CENTURY LINK CARL E/F7BER ir SH 392/W4. 68 WINDSOR WATER ACTIVE MINING AREA I HOOK 7 V tEE-JESSICA 2014 SEPARATE PROPERTY TRUST .f ACCOUNT: R6778633 PARCEL: 080719200056 f PERMIT NO, 2447 I S 1 PVREA ELECTRIC smum " TRICYCLE LANE PARCEL: 080719000050 yI PLANT r b, a • i I.' •v. a .a a b. a • • • a r • 4• •a SCALE HOUSE N 4+0O 20' DRAINAGE REC. NO. I J+0O Z8' CNP {E) 24" @W SEMEN! e 46'8 SHOP BUILDING ji)3E" RCP i 1 I JOCCESS EASEMENT MARY RICHARDS 7245, PAGE 7057 LIT' A.WENr •LIC SEE -W/O NO. 2410575 1+0O DAX & MICHELLE HAYDEN ACCOUNT: R4964008 PARCEL: 080718300004 0+0O 1 GEORGE & BETTY HALL ACCOUNT: R4193106 PARCEL: 080719100066 POND SITE BOUNDARY HAUL ROADS mimMI GEORGE & BETTY HALL PARCEL: 080719000048 Sam ma - WELL PERMIT NO. 78235-f 3 a NORTH 20O BESTWAY CONCRETE LEE AMENDMENT CIVIL RESSURCES, LLC DATE: June 2017 FIGURE: 1 SLOPE STABILITY CROSS SECTIONS LOCATIONS PLAN J,16estsvav-2131Winsdor\LEE AMEN DM ENTOraminas\Sheets\SlopeStability-Lee.thy, $12$/2Q 1712:2GAe PM 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4810' 4800' 4790' 4780' 4770' 4760' 0+ 4800' 4790' 4780' 4770' 4750' 0+ 4810' STA: 0+00.00 STA: 0+44.51 STA: 2+11.08 EL: 4789.80 ' STA: 1+21.76 EL: 478 99.92' .� EL: 4790.00 .88 STAN 3+11 06 4 ' EL: 4/89.04 XCEL GASLINEJFA I TY STA: 2+38.61 0+84.19 EL: 4789.08 1 _STA; EL 4789.19 aii- CL WCR 1 . 4789.04— 4790' ,-�- STA: 0+32,72 --------------.----- STA: _ 4+00.00 `EL: 2 Ft7S-2.095 4789.88 WATER SURFACE _ STA: 3+28.16 EL: 4771.90 4780' 1 STA: 0422.08 EL: 4772.00 ,_EL: 4790.00 PE �� 4770' STA: +63.00 EL: 4t$9.00 4760' 00 0+50 1+00 1+50 CAM 2+00 SECTION A -weR13 & XCEL GAS LINE/FACILITY " 3+00 3+50 4+00 I 0 - 1 D 75 15 { mails nv MET 7 STA: 0+00.00 STA: 0+33S9 ST +00.00FOS=1 FQS= 1.486 403 T -EL: 4, 37 EL: 4 /9 12 -A L: 4790.04 STA B 0+59.73 790,04 1NQR 13 CL STA: 2+46 42 DEL: 4790.04 -------- - [EL: 4.5 - STA: 2+08.66 ' STA: 4+00.00 STA: 0+13.62 WATER SURFACE EL: 4784.68 EL 771.99 E: 4790.12 FIBER, WATER, GAS FERMI - ` STA: 2+91.51 9 NDARY L: 4772.00 UTILITIES STA: 2+3 ar EL: 4790.00 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ B SECTION B '•:VCR 13 8. UTILITIES C STA: 0+00.00 STA: 0+30.97 STA: 1+24.87 FOS=1.62 r ;` EL: 47`91.52 -Et.4791.07 / rSTA: 2+08.00 HWY 392 CL :'- EL: 4791.04 -36740- T � � STA: 4+00.00 o 00 O MATER SURFACE -'= STA: 2+-7041 EL: 4771.0 4772.00 STA: 0+23.'4 FQS=1.665 : * UNDARY EL: 4791.07 STA- :--1-8-2:91-- 8 91 PERMIT EL: 4784.55 FIBER, GAS WATERLINE "9--1.04 UTILITIES EL: -4 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ C7,SECTION C - HWY 392 2 UTILITIES 50' STA: 0+00.00 FOS=1.271 FOS=1.561 -4789.04 EL: I 30' DRAINAGE EASEMENT STA -P00760 POWEPOLE + T STA: WATER SUR.FACE 1+50.61 STA: 1+70.58 EL: 4789.04 EL: 47R9.04 + PERMIT BOUNDARY L. 47^89.04 STA: 1+80.58 STA: 1+94.$2 1N AGE 5E I EL: 4789.04 EL: 4788.04 STA: �- STEL .61 :4 04 00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+ p \ SECT14N D - POWER POLES 1 I 21 I 4810' 4800' 4790' 4780' 4770' 4760' 00 4810' 4800' 4790' 4780' 4770' 4760' 00 4800' 4790' 4780' 4770' 4760' 00 15 7-5 G CD CIVIL RESURCES, BESTWAY CONCRETE LEE AMENDMENT LLC DATE: June 2017 FIGURE: 2 SLOPE STABILITY CROSS SECTIONS XSTABL (LEE) LEE-AASH.OPT 6/28/2017 XSTABL File: LEE-AASH * ******** * * * * * 6-28-17 9:17 *** * ** ** ******** XSTABL * * * ********** Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved Ver. 5.206 *********** * ** ** ******** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 11 SURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 9 10 11 x -left (ft) . 0 22.1 32.7 44.5 58.5 84.2 121.8 238.6 311.1 315.1 328.2 y -left (ft) 4790.0 4790.0 4789.9 4789.8 4789.5 4789.2 4789.0 4789.0 4789.1 4785.1 4772.0 * * * x -right (ft) 22.1 32.7 44.5 84.2 58.5 8 4 .2 121.8 238.6 311.1 315.1 328.2 400.0 10 SUBSURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 9 10 x -left (ft) . 0 22.1 32.7 44.5 58.5 84.2 121.8 238.6 . 0 . 0 y -left (ft) 4786.0 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 4772.0 4768.0 x -right (ft) 22.1 32.7 44.5 58.5 84.2 121.8 238.6 315.1 328.2 400.0 96 - 1952 ********** * * * * y -right Soil Unit (ft) Below Segment 4790.0 4789.9 4789.8 4789.5 4789.2 4789.0 4789.0 4789.1 4785.1 4772.0 4772.0 1 1 1 1 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 4785.1 4772.0 4768.0 2 2 2 2 2 2 2 2 3 4 1 LEE-AASH.OPT 6/28/2017 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Weight Cohesion Unit Moist Sat. Intercept No. (pcf) (pcf) (psf) 1 114.0 126.0 2 129.0 130.0 3 110.0 133.0 4 126.0 135.0 50.0 . 0 . 0 100.0 Friction Angle (deg) 29.00 35.00 15.00 25.00 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Pore Pressure Water Parameter Constant Surface Ru . 000 . 000 . 000 .000 (psf) Water Surface No. 1 specified by 4 coordinate points * ********************************* PHREATIC SURFACE, * ********************************* Point No. 1 2 3 4 x -water (ft) .00 300.00 328.00 400.00 BOUNDARY LOADS Load No. 1 1 load (s) specified x -left (ft) 92.5 y -water (ft) 4785.00 4785.00 4772.00 4772.00 x -right (ft) 141.5 Intensity (psf) 400.0 0 0 0 0 Direction (deg) 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally spaced No. 1 1 1 1 2 LEE-AASH.OPT 6/28/2017 along the ground surface between x and x Each surface terminates between x and x 325.0 ft 360.0 ft 205.0 ft 225.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 22 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 x -surf (ft) 360.00 353.09 346.16 339.19 332.21 325.22 318.22 311.22 304.23 297.25 290.28 283.34 276.43 269.56 262.73 255.94 249.21 242.54 235.94 229.41 222.95 y -surf (ft) 4772.00 4770.86 4769.93 4769.20 4768.68 4768.36 4768.25 4768.34 4768.65 4769.15 4769.86 4770,78 4771.90 4773.23 4774.75 4776.48 4778.40 4780.53 4782.84 4785.36 4788.06 3 LEE-AASH.OPT 6/28/2017 22 220.87 **** Simplified BISHOP FOS = 4789.00 2.095 ***i'C The following is a summary of the TEN most critical surfaces Problem Description : LEE AMEN 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. FOS Circle (BISHOP) x-coord (ft) 2.095 2.148 2.256 2.347 2.425 2.501 2.574 2.614 2.616 2.622 317.98 318.11 310.17 301.95 305.97 310.88 301.37 310.67 301.86 301.36 Center y-coord (ft) 5005.69 5003.28 4974.29 4941.79 5013.20 4971.13 4956.41 4952.99 4979.56 4963.13 DMENT T Radius (ft) 237.44 234.49 205.11 172.89 244.71 203.66 186.84 187.59 210.12 193.47 * * * END OF FILE * Initial x-coord (ft) 360.00 356.82 344.09 334.55 347.27 353.64 331.36 360.00 334.55 331.36 * * Terminal x-coord (ft) 220.87 222.98 222.13 221.09 208.02 219.90 218.54 219.70 213.36 217.14 Resisting Moment (ft -lb) 1.244E+07 1.204E+07 1.042E+07 8.675E+06 1.406E+07 1.326E+07 9.675E+06 1.470E+07 1.144E+07 1.017E+07 4 LEE-AAL . OFT 6/27/2017 XSTABL File: LEE-AAL * ******** * * * * * 6-27-17 16:14 *** * ** ** ******** XSTABL * * * ********** Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved Ver. 5.206 *********** * ** ** ******** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 11 SURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 9 10 11 x -left (ft) . 0 22.1 32.7 44.5 58.5 84.2 121.8 238.6 311.1 315.1 328.2 y -left (ft) 4790.0 4790.0 4789.9 4789.8 4789.5 4789.2 4789.0 4789.0 4789.1 4785.1 4772.0 * * * x -right (ft) 22.1 32.7 44.5 58.5 84.2 121.8 238.6 311.1 315.1 328.2 400.0 10 SUBSURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 9 10 x -left (ft) . 0 22.1 32.7 44.5 58.5 84.2 121.8 238.6 . 0 . 0 y -left (ft) 4786.0 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 4772.0 4768.0 x -right (ft) 22.1 32.7 44.5 58.5 84.2 121.8 238.6 315.1 328.2 400.0 96 - 1952 ********** * * * * y -right Soil Unit (ft) Below Segment 4790.0 4789.9 4789.8 4789.5 4789.2 4789.0 4789.0 4789.1 4785.1 4772.0 4772.0 1 1 1 1 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4786.0 4785.9 4785.8 4785.5 4785.2 4785.0 4785.0 4785.1 4772.0 4768.0 2 2 2 2 2 2 2 2 3 4 1 LEE-AAL.OPT 6/27/2017 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Weight Cohesion Unit Moist Sat. Intercept No. (pcf) (pcf) (psf) 1 114.0 126.0 2 129.0 130.0 3 110.0 133.0 4 126.0 135.0 50.0 . 0 . 0 100.0 Friction Angle (deg) 29.00 35.00 15.00 25.00 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Pore Pressure Water Parameter Constant Surface Ru . 000 . 000 . 000 .000 (psf) Water Surface No. 1 specified by 4 coordinate points * ********************************* PHREATIC SURFACE, * ********************************* Point No. 1 2 3 4 x -water (ft) .00 300.00 328.00 400.00 BOUNDARY LOADS Load No. 1 1 load (s) specified x -left (ft) 92.5 y -water (ft) 4785.00 4785.00 4772.00 4772.00 x -right (ft) 141.5 Intensity (psf) 400.0 0 0 0 0 Direction (deg) 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally spaced No. 1 1 1 1 2 LEE-AAL.OPT 6/27/2017 along the ground surface between x and x Each surface terminates between x and x 328.2 ft 388.2 ft 92.5 ft 125.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 39 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 x -surf (ft) 360.93 353.96 346.99 340.01 333.03 326.04 319.05 312.05 305.06 298.06 291.06 284.06 277.06 270.06 263.06 256.07 249.07 242.08 235.09 228.11 221.13 y -surf (ft) 4772.00 4771.32 4770.71 4770.16 4769.67 4769.25 4768.89 4768.59 4768.35 4768.18 4768.07 4768.03 4768.04 4768.12 4768.27 4768.47 4768.74 4769.08 4769.47 4769.93 4770.45 3 LEE-AAL . OPT 6/27/2017 **** 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Simplified 214.15 207.18 200.22 193.26 186.31 179.37 172.43 165.51 158.59 151.69 144.79 137.91 131.04 124.18 117.33 110.50 103.68 102.81 BISHOP FOS = 4771.04 4771.68 4772.39 4773.17 4774.00 4774.90 4775.86 4776.88 4777.97 4779.12 4780.33 4781.60 4782.94 4784.33 4785.79 4787.31 4788.89 4789.10 2.762 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDME 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. FOS Circle (BISHOP) x-coord (ft) 2.762 3.709 r 3.721 3.722 3.770 3.920 3.943 3.964 3.965 3.989 282.61 263.90 271.83 279.03 268.79 263.81 289.46 264.36 266.84 289.91 Center y-coord (ft) 5542.66 5318.41 5330.75 5393.19 5372.84 5321.75 5350.15 5230.41 5249.80 5359.31 NT Radius (ft) 774.63 550.84 561.58 630.71 608.71 555.65 586.52 473.45 490.40 594.60 Initial x-coord (ft) 360.93 333.65 328.20 388.20 366.38 344.56 388.20 382.75 377.29 382.75 * * * END OF FILE * * * Terminal x-coord (ft) 102.81 110.91 124.12 97.94 97.16 105.68 118.07 92.53 99.06 121.58 Resisting Moment (ft -lb) 8.392E+07 6.655E+07 5.402E+07 1.209E+08 1.069E+08 8.204E+07 9.825E+07 1.128E+08 1.042E+08 9.242E+07 4 LEE-BBSH.OPT 6/27/2017 XSTABL File: LEE-BBSH * ******** * * * * * 6-27-17 16:53 *** * ** ** ******** XSTABL * * * ********** Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved Ver. 5.206 *********** * ** ** ******** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 9 SURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 9 x -left (ft) . 0 13.6 34.0 59.7 219.6 245.4 255.0 269.0 308.4 y -left (ft) 4790.4 4790.1 4790.1 4790.0 4790.0 4790.0 4790.1 4786.1 4772.0 * * * x -right (ft) 13.6 34.0 59.7 219.6 245.4 255.0 269.0 308.4 400.0 8 SUBSURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 x -left (ft) . 0 13.6 34.0 59.7 219.6 245.4 . 0 . 0 y -left (ft) 4786.4 4786.1 4786.1 4786.0 4786.0 4786.0 4772.0 4768.0 ISOTROPIC Soil Parameters x -right (ft) 13.6 34.0 59.7 219.6 245.4 269.0 308.4 400.0 96 - 1952 ********** * * * y -right Soil Unit (ft) Below Segment 4790.1 4790.1 4790.0 4790.0 4790.0 4790.1 4786.1 4772.0 4772.0 1 1 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4786.1 4786.1 4786.0 4786.0 4786.0 4786.1 4772.0 4768.0 2 2 2 2 2 2 3 4 1 LEE-BBSH.OPT 6/27/2017 4 Soil unit (s) specified Soil Unit Weight Cohesion Unit Moist Sat. Intercept No, (pcf) (pcf) (psf ) 1 114.0 126,0 2 129.0 130.0 3 110.0 133.0 4 126.0 135.0 50.0 . 0 . 0 100.0 Friction Angle (deg) 29.00 35.00 15.00 25.00 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Pore Pressure Water Parameter Constant Surface Ru (psf) No. . 000 . 000 . 000 . 000 Water Surface No. 1 specified by 4 coordinate points * ********************************* PHREATIC SURFACE, * ********************************* Point No. 1 2 3 4 x -water (ft) .00 240.00 308.40 400.00 BOUNDARY LOADS Load No, 1 1 load (s) specified x -left (ft) y -water (ft) 4785.00 4785.00 4772.00 4772.00 x -right (ft) 217.1 Intensity (Psf) ) 400.0 0 0 0 0 Direction (deg) 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally spaced along the ground surface between x = 300.0 ft and x = 325.0 ft 1 1 1 1 2 LEE-BBSH.OPT 6/27/2017 Each surface terminates between x = 215.0 ft and x = 235.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will within the angular range defined by se inclined Lower angular limit :_ -45.0 degrees Upper angular limit :_ (slope angle - 5.0) degrees Factors of safety have been calculated by the : * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 13 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 x -surf (ft) 309.09 302.35 295.47 288.50 281.50 274.52 267.64 260.90 254.36 248.07 242.09 236.47 231.30 **** Simplified BISHOP FOS y -surf (ft) 4772.00 4770,11 4768.84 4768.20 4768.20 4768.84 4770.11 4772.00 4774.49 4777.57 4781.21 4785.38 4790.00 1.403 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT 3 LEE-BBSH.OPT 6/27/2017 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. FOS Circle (BISHOP) x-coord (ft) 1.403 1.502 1.572 1.587 1.595 1.604 1.606 1.623 1.628 1.653 285.00 280.74 280.22 295.32 282.42 289.41 289.83 275.45 295.33 289.18 Center y-coord (ft) 4844.98 4831.58 4837.72 4875.21 4875.72 4878.71 4892.87 4833.11 4881.55 4844.21 Radius (ft) 76.85 62.88 f 68.78 107.39 107.69 109.95 124.69 64.74 112.39 77.82 * * * END OF FILE * Initial x-coord (ft) 309.09 304.55 304.55 325.00 311.36 315.91 320.45 302.27 320.45 318.18 Terminal x-coord (ft) 231.30 233.61 230.79 230.02 217.27 224.51 219.44 227.26 230.25 233.41 Resisting Moment (ft -lb) 2.446E+06 1.931E+06 2.224E+06 4.023E+06 4.232E+06 4.042E+06 4.923E+06 2.171E+06 3.868E+06 3.289E+06 4 LEE-BBL.OPT 6/27/2017 XSTABL File: LEE -BBL 6-27-17 16:46 * ***************************************** * * * * XSTABL Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved 5.206 * * * * * * 96 - 1952 * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 9 SURFACE boundary segments Segment No. x -left (ft) 1 .0 2 13.6 3 34.0 4 59.7 5 219.6 6 245.4 7 255.0 8 269.0 9 308.4 y -left (ft) 4790.4 4790.1 4790.1 4790.0 4790.0 4790.0 4790.1 4786.1 4772.0 x -right (ft) 13.6 34.0 59.7 219.6 245.4 255.0 269.0 308.4 400.0 8 SUBSURFACE boundary segments Segment No. 1 2 3 4 5 6 7 8 x -left (ft) .0 13.6 34.0 59.7 219.6 245.4 . 0 . 0 y -left (ft) 4786.4 4786.1 4786.1 4786.0 4786.0 4786.0 4772.0 4768.0 ISOTROPIC Soil Parameters xaright (ft) 13.6 34.0 59.7 219.6 245.4 269.0 308.4 400.0 y -right (ft) 4790.1 4790.1 4790.0 4790.0 4790.0 4790.1 4786.1 4772.0 4772.0 Soil Unit Below Segment 1 1 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4786.1 4786.1 4786.0 4786.0 4786.0 4786.1 4772.0 4768.0 2 2 2 2 2 2 3 4 1 LEE-BBL.OPT 6/27/2017 4 Soil unit (s) specified Soil Unit Weight Cohesion Unit Moist Sat. Intercept No, (pcf) (pcf) (psf ) 1 114.0 126,0 2 129.0 130.0 3 110.0 133.0 4 126.0 135.0 50.0 . 0 . 0 100.0 Friction Angle (deg) 29.00 35.00 15.00 25.00 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Pore Pressure Water Parameter Constant Surface Ru (psf) No. . 000 . 000 . 000 . 000 Water Surface No. 1 specified by 4 coordinate points * ********************************* PHREATIC SURFACE, * ********************************* Point No. 1 2 3 4 x -water (ft) .00 240.00 308.40 400.00 BOUNDARY LOADS Load No, 1 1 load (s) specified x -left (ft) y -water (ft) 4785.00 4785.00 4772.00 4772.00 x -right (ft) 217.1 Intensity (Psf) ) 400.0 0 0 0 0 Direction (deg) 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points equally spaced along the ground surface between x = 300.0 ft and x = 325.0 ft 1 1 1 1 2 LEE-BBL.OPT 6/27/2017 Each surface terminates between x and x 175.0 ft 195.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line seg ments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of ca within the angular rant ch failure surface will e defined by Lower angular limit : Upper angular limit : e inclined -45.0 degrees (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 22 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 x -surf (ft) 315.91 308.99 302.05 295.08 288.10 281.10 274.10 267.10 260.11 253.14 246.18 239.25 232.35 225.50 218.68 211.92 205.21 198.57 191.99 185.49 179.07 178.00 **** Simplified BISHOP FOS y -surf (ft) 4772.00 4770.92 4770.04 4769.37 4768.91 4768.65 4768.61 L768.77 4769.14 4769.72 4770.50 4771.49 '772.69 4774.09 4775.69 4777.50 4779.51 4781.71 4784.11 4786.71 4789.50 4790.00 1.486 **** 3 LEE-BBL.OPT OPT 6/27/2017 The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT 1. 2. 3. 4 5. 6. 7. 8. 9. 10. FOS Circle (BISHOP) x-coord (ft) 1.486 1.518 1.541 1.581 1.596 1.609 1.631 1.631 1.662 1.726 276.04 285.79 280.31 286.42 280.63 265.95 266.80 258.77 279.84 283.61 Center y-coord (ft) 5004.06 4988.58 5013.96 4987.51 4968.22 4934.95 4939.29 4933.33 4960.25 5045.08 Radius (ft) 235.46 220.10 246.06 218.55 198.98 166.11 170.15 164.98 192.59 274.72 * * * END OF FILE Initial x-coord (ft) 315.91 325.00 325.00 322.73 313.64 304.55 304.55 302.27 320.45 313.64 Terminal x-coord (ft) 178.00 190.90 178.51 192.93 192.14 184.81 185.25 177.22 189.90 181.56 Resisting Moment (ft -lb) 1.391E+07 1.182E+07 1.570E+07 1.161E+07 1.047E+07 9.057E+06 9.285E+06 9.608E+06 1.181E+07 1.682E+07 4 LEE-CCSH.OPT 6/28/2017 XSTABL File: LEE -COSH 6-28-17 10:26 * ***************************************** * * * * XSTABL Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. * * * All Rights Reserved * Ver. 5.206 96 - 1952 * * * * * * * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 7 SURFACE boundary segments Segment No. 1 2 3 4 5 �6 x -left (ft) . 0 23.7 31.0 57.5 220.8 230.8 268.8 y -left (ft) 4791.5 4791.1 4791.1 4791.0 4791.0 4787.0 4772.0 x -right (ft) 23.7 31.0 57.5 220.8 / '268.8 3 00 .8 400.0 6 SUBSURFACE boundary segments Segment N o . 1 2 3 4 5 6 x -left (ft) . 0 23.7 31.0 57.5 . 0 . 0 y -left (ft) 4787.5 4787.1 4787.1 4787.0 4772.0 4768 0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified x -right (ft) 23.7 31.0 57.5 230.8 268.8 400.0 y -right (ft) 4791.1 4791.1 4791.0 4791.0 4787.0 4772.0 4772.0 Soil Unit Below Segment 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4787.1 4787.1 4787.0 4787.0 4772.0 4768.0 2 2 2 2 3 4 Soil Unit Weight Cohesion Friction Pore Pressure Water Unit Moist Sat. Intercept Angle Parameter Constant Surface 1 LEE-CCSH.OPT 6/28/2017 No. (pcf) (pcf) (psf) (deg) Ru (psf) No. 1 114.0 126.0 50.0 29.00 .000 .0 1 2 129.0 130.0 .0 35.00 .000 .0 1 3 110.0 133.0 .0 15.00 .000 .0 1 4 126.0 135.0 100.0 25.00 .000 0 1 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Water Surface No. 1 specified by 4 coordinate points ********************************** PHREATIC SURFACE, ********************************** Point x -water -water No. (ft) (ft) 1 .00 4785.00 2 200.00 4785.00 3 253.30 4772.00 4 400.00 4772.00 BOUNDARY LOADS 1 load(s) specified Load x --left x -right Intensity Direction No. (ft) (ft) (psf) (deg) 1 168.0 400.0 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a rancor technique for generating CIRCULAR surfaces has been specified. 400 trial surfaces will be generated and analyzed. 20 Surfaces initiate from each of 20 points equally spaced along the ground surface between x = 268.0 ft and x = 284.8 ft Each surface terminates between x and x 175.0 ft 195.0 ft 2 LEE-CCSH.OPT 6/28/2017 Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 14 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 **** Sim x -surf (ft) 268.88 262.11 255.22 248.25 241.25 234.26 227.33 220.51 213.82 207.32 201.05 195.04 189.33 184.12 of i f icd BISHOP FOS = y -surf (ft) 4772.00 4770.24 4769.02 4768.35 4768.23 4768.67 4769.67 4771.20 4773.28 4775.88 4778.98 4782.57 4786.63 4791.00 1. 620 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDM FOS (BISHOP) Circle Center x-coord y-coord (ft) (ft) E NT Radius (ft) Initial Terminal Resisting x-coord x-coord Moment (ft) (ft) (ft -lb) 3 LEE-CCSH.OPT 6/28/2017 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1.620 1.645 1.657 1.670 1.700 1.703 1.720 1.724 1.724 1.729 243.30 248.57 255.68 251.38 252.85 252.52 254.35 250.29 250.67 250.89 4856.46 4853.57 4872.99 4858.19 4860.39 4896.34 4888.88 4886.13 4862.34 4859.59 88.25 84.51 105.10 88.94 92.84 128.25 120.35 117.60 92.92 92.14 * * * END OF FILE 268.88 270.65 284.80 273.31 281.26 283.92 283.03 278.61 272.42 279.49 184.12 191.79 190.02 193.21 191.27 179.45 184.39 181.27 191.24 189.42 3.714E+06 3.318E+06 4.580E+06 3.472E+06 4.243E+06 5.995E+06 5.367E+06 5.352E+06 3.747E+06 4.362E+06 4 LEE-CCL.OPT 6/28/2017 XSTABL File: LEE-CCL 6-28-17 10:30 * ***************************************** * * * * XSTABL Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. * * All Rights Reserved * * Ver. 5.206 * * * * * * 96 - 1952 * ***************************************** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 7 SURFACE boundary segments Segment No. 1 2 3 4 5 �6 x -left (ft) . 0 23.7 31.0 57.5 220.8 230.8 268.8 y -left (ft) 4791.5 4791.1 4791.1 4791.0 4791.0 4787.0 4772.0 x -right (ft) 23.7 31.0 57.5 220.8 230.8 268.8 400.0 6 SUBSURFACE boundary segments Segment N o . 1 2 3 4 5 6 x -left (ft) . 0 23.7 31.0 57.5 . 0 . 0 y -left (ft) 4787.5 4787.1 4787.1 4787.0 4772.0 4768 0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified x -right (ft) 23.7 31.0 57.5 230.8 268.8 400.0 y -right (ft) 4791.1 4791.1 4791.0 4791.0 4787.0 4772.0 4772.0 Soil Unit Below Segment 1 1 1 1 1 2 3 y -right Soil Unit (ft) Below Segment 4787.1 4787.1 4787.0 4787.0 4772.0 4768.0 2 2 2 2 3 4 Soil Unit Weight Cohesion Friction Pore Pressure Water Unit Moist Sat. Intercept Angle Parameter Constant Surface 1 LEE-CCL.OPT 6/28/2017 No. (pcf) (pcf) (psf) (deg) Ru (psf) No. 1 114.0 126.0 50.0 29.00 .000 .0 1 2 129.0 130.0 .0 35.00 .000 .0 1 3 110.0 133.0 .0 15.00 .000 .0 1 4 126.0 135.0 100.0 25.00 .000 0 1 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Water Surface No. 1 specified by 4 coordinate points ********************************** PHREATIC SURFACE, ********************************** Point x -water -water No. (ft) (ft) 1 .00 4785.00 2 200.00 4785.00 3 253.30 4772.00 4 400.00 4772.00 BOUNDARY LOADS 1 load(s) specified Load x --left x -right Intensity Direction No. (ft) (ft) (psf) (deg) 1 168.0 400.0 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, using a rancor technique for generating CIRCULAR surfaces has been specified. 400 trial surfaces will be generated and analyzed. 20 Surfaces initiate from each of 20 points equally spaced along the ground surface between x = 268.0 ft and x = 290.0 ft Each surface terminates between x = 93.0 ft and x = 168.0 ft 2 LEE-CCL.OPT 6/28/2017 Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by Lower angular limit -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHOD * * * * * The most critical circular failure surface is specified by 28 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 x -surf (ft) 278.42 271.47 264.50 257.53 250.54 243.55 236.55 229.55 222.55 215.56 208.56 201.57 194.59 187.62 180.66 173.71 166.78 159.87 152.98 146.11 139.27 132.45 125.66 118.90 112.17 105.48 98.82 95.31 y -surf (ft) 4772.00 4771.18 4770.49 4769.91 `769.45 4769.12 4768.9 4768.81 4768.83 4768.98 4769.25 L769.64 4770.15 4770.78 4771.53 4772.40 `773.39 4774.50 4775.72 4777.07 4778.54 4780.12 4781.82 4783.64 4785.57 4787.62 4789.79 4791.00 3 LEE-CCL.OPT 6/28/2017 10. **** Simplified BISHOP FOS = 1.665 * * * The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT FOS (BISHOP) 1. 1.665 2. 1.696 3. 1.715 4. 1.720 5. 1.722 6. 1.738 7. 1.777 8. 1.778 9. 1.781 1.782 Circle Center x-coorc y-coorck (ft) (ft) 227.59 227.58 231.23 223.48 233.16 241.75 244.55 239.27 237.63 231.20 5174.35 5196.05 4982.76 5172.17 5004.40 5049.17 4983.85 4925.74 5098.90 5071.84 Radius (ft) 405.54 426.82 214.56 402.77 235.93 280.40 215.32 157.57 329.44 302.38 * * * END OF FILE * Initial x-coorc (ft) 278.42 276.11 271.47 269.16 273.79 284.21 283.05 273.79 278.42 270.32 * * Terminal x-coorck (ft) 95.31 93.13 134.96 93.41 132.49 132.32 148.96 157.66 120.49 119.00 Resisting Moment (ft -lb) 3.745E+07 4.019E+07 1.472E+07 3.764E+07 1.663E+07 2.026E+07 1.351E+07 8.901E+06 2.620E+07 2.395E+07 4 LEE-DDSH.OPT 6/28/2017 XSTABL File: LEE-DDSH * ******** * * * * * 6-28-17 9:41 *** * ** ** ******** XSTABL * * * ********** Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved Ver. 5.206 *********** * ** ** ******** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 4 SURFACE boundary segments Segment No. 1 2 3 4 x -left (ft) . 0 209.8 219.8 252.3 y -left (ft) 4789.0 4789.0 4785.0 4772.0 * * * x -right (ft) 209.8 219.8 252.3 400.0 3 SUBSURFACE boundary segments Segment N o . 1 2 3 x -left (ft) y -left (ft) . 0 4785.0 . 0 4772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit No. 1 2 3 4 Unit Weight Moist Sat. (pcf) (pcf) 114.0 129.0 110.0 126.0 126.0 130.0 133.0 135.0 Cohesion Intercept (psf) 50.0 .0 .0 100.0 x -right (ft) 219.8 252.3 400.0 96 - 1952 ********** Friction Angle (deg) 29.00 35.00 15.00 25.00 * * * y -right Soil Unit (ft) Below Segment 4789.0 4785.0 4772.0 4772.0 1 1 2 3 y -right Soil Unit (ft) Below Segment 4785.0 4772.0 4768.0 Pore Pressure Parameter Ru . 000 . 000 .000 . 000 2 3 4 Water Constant Surface (psf) No. 0 0 0 0 1 1 1 1 1 LEE-DDSH.OPT 6/28/2017 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Water Surface No. 1 specified by 4 coordinate points ********************************** PHREATIC SURFACE, ********************************** Point x -water y -water No. (ft) (ft) 1 2 3 4 .00 200.00 252.30 400.00 BOUNDARY LOADS 1 load (s) specified 4784.00 4784.00 4771.70 4772.00 Load x -loft x -right Intensity Direction No. (ft) (ft) (psf) (deg) 1 150.0 170.0 200.0 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, usiig a random technique for generating CIRCULAR surfaces has been specified. 144 trial surfaces will be generated and analyzed. 12 Surfaces initiate from each of 12 points cgaally spaced along the ground surface between x = 252.0 ft and x = 280.0 ft Each surface terminates between x and x 160.0 ft 190.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. 2 LEE-DDSH.OPT 6/28/2017 ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by : Lower angular limit : -45.0 degrees Upper angular limit (slope angle - 5.0) degrees Factors of safety have been calculated by the . * * * * * * * * * * SIMPLIFIED BISHOP METHOD The most critical circular failure surface is specified by 13 coordinate points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 x -surf (ft) 262.18 255.44 248.56 241.59 234.59 227.62 220.73 213.98 207.43 201.13 195.13 189.48 185.11 *** * Simplified BISHOP FOS = y -surf (ft) 4772.00 4770.11 4768.84 4768.19 4768.18 4768.80 4770.04 4771.91 4774.37 4777.42 4781.03 4785.16 4789.00 1.271 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDMENT FOS (BISHOP) 1. 1.271 2. 1.317 3. 1.535 4. 1.539 5. 1.548 6. 1.548 Circle x-coord (ft) 237.94 232.17 235.39 226.71 241.59 243.07 Center y-coord (ft) 4845.50 4837.73 4821.37 4869.86 4886.78 4845.05 Radius (ft) 77.39 69.44 56.17 101.74 118.20 78.70 Initial x-coord (ft) 262.18 254.55 262.18 254.55 269.82 272.36 Terminal x-coord (ft) 185.11 182.76 189.61 165.06 175.17 187.83 Resisting Moment (ft -lb) 2.071E+06 1.897E+06 2.098E+06 3.638E+06 3.911E+06 2.808E+06 3 LEE-DDSH.OPT 6/28/2017 7. 8. 9. 10. 1.549 1.581 1.592 1.592 233.64 240.81 248.81 249.03 4835.90 4861.31 4886.49 4880.32 68.99 91.28 117.43 112.66 * * * END OF FILE * * 259.64 259.64 274.91 280.00 183.08 185.20 183.46 183.12 2.466E+06 2.548E+06 3.474E+06 3.765E+06 4 LEE-DDL.OPT 6/28/2017 XSTABL File: LEE-DDL 6-28-17 10:21 * ******** * * * * * *** * ** ** ******** XSTABL * * * ********** Slope Stability Analysis using the Method of Slices * Copyright (C) 1992 - 2002 * Interactive Software Designs, Inc. * Moscow, ID 83843, U.S.A. All Rights Reserved Ver. 5.206 *********** * ** ** ******** Problem Description : LEE AMENDMENT SEGMENT BOUNDARY COORDINATES 4 SURFACE boundary segments Segment No. 1 2 3 4 x -left (ft) . 0 209.8 219.8 252.3 y -left (ft) 4789.0 4789.0 4785.0 4772.0 * * * x -right (ft) 209.8 219.8 252.3 400.0 3 SUBSURFACE boundary segments Segment N o . 1 2 3 x -left (ft) y -left (ft) . 0 4785.0 . 0 4772.0 . 0 4768.0 ISOTROPIC Soil Parameters 4 Soil unit (s) specified Soil Unit Weight Unit Moist Sat. No. (pcf) (pcf) 1 126.0 2 130.0 3 133.0 4 135.0 114.0 129.0 110.0 126.0 Cohesion Intercept (psf) 50.0 .0 .0 100.0 x -right (ft) 219.8 252.3 400.0 96 - 1952 ********** Friction Angle (deg) 29.00 35.00 15.00 25.00 * * * y -right Soil Unit (ft) Below Segment 4789.0 4785.0 4772.0 4772.0 1 1 2 3 y -right Soil Unit (ft) Below Segment 4785.0 4772.0 4768.0 Pore Pressure Parameter Ru . 000 . 000 .000 . 000 2 3 4 Water Constant Surface (psf) No. 0 0 0 0 1 1 1 1 1 LEE-DDL.OPT 6/28/2017 1 Water surface (s) have been specified Unit weight of water = 62.40 (pcf) Water Surface No. 1 specified by 4 coordinate points ********************************** PHREATIC SURFACE, ********************************** Point x -water y -water No. (ft) (ft) 1 2 3 4 .00 200.00 252.30 400.00 BOUNDARY LOADS 1 load (s) specified 4784.00 4784.00 4771.70 4772.00 Load x -loft x -right Intensity Direction No. (ft) (ft) (psf) (deg) 1 150.0 170.0 200.0 90.0 NOTE - Intensity is specified as a uniformly distributed force acting on a HORIZONTALLY projected surface. A critical failure surface searching method, usiig a random technique for generating CIRCULAR surfaces has been specified. 400 trial surfaces will be generated and analyzed. 20 Surfaces initiate from each of 20 points cgaally spaced along the ground surface between x = 252.0 ft and x = 282.0 ft Each surface terminates between x and x 145.0 ft 175.0 ft Unless further limitations were imposed, the minimum elevation at which a surface extends is y = .0 ft 7.0 ft line segments define each trial failure surface. 2 LEE-DDL.OPT 6/28/2017 ANGULAR RESTRICTIONS The first segment of each failure surface will be inclined within the angular range defined by Lower angular limit Upper angular limit • . • -45.0 degrees (slope angle - 5 . 0) degrees Factors of safety have been calculated by the * * * * * SIMPLIFIED BISHOP METHO D a . * * * * * The most critical circular failure surface is specified by 14 coordinate points **** Point No. 1 2 3. 4 5 6 7 8 9 10 11 12 13 14 S i m x -surf (ft) 256.74 249.91 242.99 236.02 229.02 222.03 215.08 208.22 201.46 194.85 188.41 182.19 176.20 170.57 olified BISHOP FOS y -surf (ft) 4772.00 4770.45 4769.38 4768.80 4768.70 4769.09 4769.97 4771.33 4773.16 4775.46 4778.22 4781.42 4785.04 4789.00 1.561 **** The following is a summary of the TEN most critical surfaces Problem Description : LEE AMENDM FOS Circle (BISHOP) x-coord (ft) 1. 1.561 2. 1.570 3. 1.622 4. 1.631 5. 1.638 231.14 235.47 235.28 235.01 234.03 Center y-coora (ft) 4869.07 4877.39 4911.78 4934.76 4882.74 ENT Radius (ft) 100.39 108.55 143.16 166.34 113.72 Initial x-coord (ft) 256.74 261.47 266.21 269.37 259.89 Terminal x-coord (ft) 170.57 172.54 161.74 154.87 169.77 Resisting Moment (ft -lb) 3.382E+06 3.643E+06 5.578E+06 7.063E+06 3.966E+06 3 LEE-DDL . OPT 6/28/2017 6. 7. 8. 9. 10. 1.646 1.683 1.691 1.715 1.723 237.17 236.37 246.35 242.64 226.31 4902.92 4937.96 4926.99 4982.60 4938.96 134.11 169.20 158.69 214.24 170.62 * * * END OF FILE 266.21 269.37 280.42 282.00 261.47 166.50 156.18 168.10 150.86 145.02 4.965E+06 7.145E+06 6.015E+06 9.877E+06 7.937E+06 4 STABILITY LETTER & ORIGINAL ANALYSIS (N. LA POUDRE) June 6, 2017 Mr. Mark Johnson, Compliance Manager Bestway Concrete & Aggregates 301 Centennial Drive Milliken, Colorado 80543 Re: Stability Analysis Summary for the Existing N. La Poudre Gravel Mine (M -2000-144) Dear Mr. Johnson: This letter has been prepared to address the Mined Land Reclamation Board (MLRB) Construction Materials Rule 6, Section 4, Subsection 19, Exhibit S - Permanent Man -Made Structures (6.4.19, Exhibit S) for the proposed the existing N. La Poudre Gravel Mine. Per the Division of Reclamation, Mining and Safety (DBMS) when an amendment to an existing permit is filed the applicant is required to discuss prior operations and mining limits with respect to surrounding structures located around the existing permit boundary. This letter describes the existing North La Poudre Mine boundary and existing activities related to slope stability. The site is located north of the Cache La Poudre River, east of WCR 13 and south of Highway 392. The site is within the northeast 1/4 of Section 19, Township 6 North, Range 67 West of the 6th Principal Meridian. The project is located in Weld County, Colorado, as shown on Figure 1. Bestway Concrete & Aggregates has completed mining the original North La Poudre mine as shown on the attached Figure 1. No further mining or excavation will occur in the current North La Poudre Mine Limit. STRUCTURES WITH 200 FEET OF ORIGINAL MINE BOUNDARY The known, permanent, man-made structures within 200 feet of the proposed mine areas that are not owned by Bestway Concrete & Aggregates are listed below: • Highway 392 WCR 68 (Weld County Public Works) • Overhead Power Line (Western & Eastern Boundary)(PVREA) • Drainage Easements (CDOT/Windsor) • Gas Line (Middle of the Pit)(Sinclair) • Gas Line (Northern Boundary)(XCEL Energy) • Gas Facility (Eastern Boundary) (George Hall) • Telephone (North)(Century Link) • Cable (North)(Comcast) • Cable (North)(Dark Cam) • Cable (West)(AT&T) • Water Line (Northern Boundary)(Town of Windsor) Mr. Mark Johnson June 6, 2017 Page 2 CONCLUSIONS The original North La Poudre Mine has been mined out and no further dewatering or mining will occur. The east area has been mined out for approximately ten years and the west area for approximately four years. The proposed amendment to mine the Lee Property will be towards the west end of the mine permit boundary in the southwest corner of Highway 392 and Weld County Road 13 and a significant distance away from utilities located next to the original permit boundary. A stability analysis and structure agreement letter was already mailed out to the structure owners concerning the slope stability of the proposed mining area (Lee Property). LIMITATIONS Our review is based on regional geologic mapping, present mining plans, public well construction data, and stability analyses using typical strength parameters for the various strata in the critical sections. Should the mining plans change or subsurface conditions vary from those portrayed in this letter, we should be contacted in order to re- evaluate the potential effects on permanent man-made structures. Stability analyses were run at the structure in question and were not run on failure surfaces closer to the highwall. Note also that surcharge loads due to temporary material stockpiles and overburden berms were not considered in the analysis as there are no plans to have berms or stockpiles around the perimeter of the mine. Please call with any questions or comments. Sincerely, Civil Resources, LLC Andy Rodriguez, P.E. Civil Engineer Attachments: Figure 1 - General Location Figure la Structure Location Plan Original Slope Stability Analysis (Tetra Tech - October 23, 2000) J:\Beltway-213\Winsdor\LEE AMENDMENT\DRMS\Exhibits\Stability Analysis\Stability analysis existing N. La Poudre mine.doc 3tway-2131Winsdor4EE AMENIDMENT\Drawings\Sheets4DRMS-APP-FIGS dwg, 3113/2017 3:34:57 PM lbw r CROSSROADS BLVD. teas s LEE PROPERTY i yt 1. 'Tag. %r �t- c railikep I EXISTING LA POUDRE MINE ratoin 1. aF 4 /',c" +f T) to;) /I eiN 44, "Ca 3 6 d J cc O d cC 0 J 0 U 0 z II J 7578 CIVIL RESINACES, LLC DATE Marrh 7fl1 7 EXHIBIT: R 31 13r 3 No ) Avery !!er NORTH INIFEET) BESTWAY CONCRETE WINDSOR PIT GENERAL LOCATION MAP J,1 ;es lveay 2121WinsduntEE AMEMD i1EVT\Drawings\Sheets\SlupeStabiliiy-ee. 'ig, 6/28/2C17 2:5B:1B PV 1 *TOWN OF WINDSOR SCHEDULE: R0333344 PARCEL: 8613000907 U NITED WATER & SANITATI S CHEDULE: R0333352 PARCEL: 8624000901 TOW ACCO PARCEL LE w w )N DI 1 STF ICT B 2 TOWN OF WINDSOR ACCOUNT: R6778632 PARCEL: 080719200055 N OF WINDSOR JNT: : R6778634 080719200057 2f I I I I I I4' QSGP, 1*1 T7; - E JESSICA 2014 SEPARATE --` PROPERTY TRUST ACCOUNT: M0342395 PARCEL: 080719200058 I LE r sr_b% JE SIC AC ARCE WELL PERMIT N A 2014 SEPARATE-`^ PROPERTY TRUST 1:OU NT: R1218996 L: 080719200054 50965-U/I 1\04;; I I I I I I I I I I I I I I I I I I I _ * 00• 1 CN LLC ACCOUNT: R6784102 PARCEL: 080718300024 4+00 UAL/TY EASEMENT 0 PUBLIC S€RI•]CE CO. 0-208283 N7t1RY LINK BER OPNC/CABLE UREA OWE 44.4 7ERUNE XCEL GA SUN! DCa GA_UNE der I DARK COM FIBER OP 7.3 c ?CA ES 2 XCEL GAS n N) COM CAST CABLE/FBER CENTURY LINK CARL E/F7BER ir SH 392/W4. 68 WINDSOR WATER ACTIVE MINING AREA I HOOK 7 V tEE-JESSICA 2014 SEPARATE PROPERTY TRUST .f ACCOUNT: R6778633 PARCEL: 080719200056 f PERMIT NO, 2447 I S 1 PVREA ELECTRIC smum " TRICYCLE LANE PARCEL: 080719000050 yI PLANT r b, a • i I.' •v. a .a a b. a • • • a r • 4• •a SCALE HOUSE N 4+0O 20' DRAINAGE REC. NO. I J+0O Z8' CNP {E) 24" @W SEMEN! e 46'8 SHOP BUILDING ji)3E" RCP i 1 I JOCCESS EASEMENT MARY RICHARDS 7245, PAGE 7057 LIT' A.WENr •LIC SEE -W/O NO. 2410575 1+0O DAX & MICHELLE HAYDEN ACCOUNT: R4964008 PARCEL: 080718300004 0+0O 1 GEORGE & BETTY HALL ACCOUNT: R4193106 PARCEL: 080719100066 POND SITE BOUNDARY HAUL ROADS mimMI GEORGE & BETTY HALL PARCEL: 080719000048 Sam ma - WELL PERMIT NO. 78235-f 3 a NORTH 20O BESTWAY CONCRETE LEE AMENDMENT CIVIL RESSURCES, LLC DATE: June 2017 FIGURE: 1 SLOPE STABILITY CROSS SECTIONS LOCATIONS PLAN ROCKY MOUNTAIN CONSULTANTS, INC. MOINE In9 c November 13, 2000 Mr. Jeff Gregg Hall -Irwin Corporation P.O. Box 519 Greeley, Colorado 80632 Premiere Building 825 Delaware Ave.. Suite 500 Longmont, CO 80501 (303) 772-5282 Metro (303) 665-6283 FAX (303) 665-6959 (first initial, last name)@long.rmcco.com Re: Hall -Irwin Corporation, La Poudre North Aggregate Mine, MLRB 112; RMC Job No. 80-0636.056.00 Dear Mr.Gregg: This letter has been prepared to address Construction Materials Rule 6, Section 4, Subsection 19, Exhibit S - Permanent Man -Made Structures (6.4.19, Exhibit S} for the above -referenced proposed aggregate mine. The proposed mine will occupy approximately 37.8 acres (Lot B) of the Roth property located in parts of the northeast quarter of the northwest quarter and the northwest quarter of the northeast quarter of Section 19, Township 6 North, Range 67 West of the 6th Principal Meridian in Weld County, Colorado. The site is immediately south of State Highway 392 and approximately 1,170 feet east of Weld County Road 13. The Cache Ia Poudre River is approximately one -quarter mile south of the site. Land use in the area is mostly agricultural and rural residential with newer encroaching residential and commercial developments. Several sand and gravel mines are also present in the alluvium along the Cache la Poudre River. Plans are to mine the site in two pods. The first pod will encompass 17 acres on the east part of the property, and the second pod will consist of 16 acres on the west part of the property. Mining in each pod will progress in three steps. In Step 1, topsoil and overburden will be stripped and stockpiled in separate piles approximately 10 and 20 feet wide, respectively, around the perimeter of the mine disturbed area. In Step 2, an approximately 75 -foot wide zone of aggregate will be mined just inside the perimeter of the mine excavation area. Step 2 mining will consist of progressively dewatering (with a perimeter trench and pump) and mining the aggregate in progressively deeper layers, resulting in a near vertical face on the perimeter of the mine excavation. In Step 3, the dewatering trench will be relocated more toward the pod interior allowing room for the excavation perimeter to be reclaimed at 3:1 slopes (horizontal to vertical) utilizing the stockpiled overburden and topsoil. Mining of the pod interior would then progress. Upon completion of the mining, each pod will be reclaimed as a pond. GEOLOGIC STRATA The mine site is located on a terrace of the Cache Ia Poudre River. Review of regional geologic mapping (Colton, 1978) indicates the site subsurface materials consist of Post -Piney Creek Alluvium CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING • I Mr. Jeff Gregg October 23, 2000 Page 2 • Inc •9 give a • is, 3 • most likely overlying sandstone and claystone bedrock of the Upper Transition Member of the Pierre Shale. Exploratory borings drilled along the south property line of the site (RMC, c, 1999) encountered approximately five to eight feet of overburden topsoil and clay soils overlying approximately 10.5 to 15 feet of sand and gravel on top of sandstone and claystone bedrock. The bedrock depths ranged from approximately 16.5 to 20 feet below the ground surface. These bedrock depths are consistent with our experience drilling at mines south and west of the site. Based on our experience, the depth to bedrock at the proposed mine should remain fairly consistent in the 15 to 20 -foot range, though local deeper areas may be encountered. From a geotechnicai standpoint, the sand and gravel will form most of the mine slopes. These soils are generally strong and stable, particularly when dewatered. STRUCTURES WITHIN 200 FEET OF DISTURBED AREAS The mine plan provides a buffer of at least 200 feet between the mined area and most area structures. The outer edge of the "mined disturbed area" allows room for the stockpiling of the site overburden outside of the mine excavation. The actual perimeter of the mine excavation is approximately 50 feet to the interior of the "limit of disturbed area." The mine plan shows setbacks between the mine excavation perimeter and various property lines and above -ground and buried structures near the mine. These setbacks are 143 feet from the west property line, 70 feet from the proposed right-of-way reservation of Highway 392 on the north part of the site, 50 feet from the buried Sinclair gas pipeline passing between the two mine pods, and 55 feet from the east property line. The "limit of disturbed area" on the south part of the site is on the south property line. The property south of the site is the La Poudre gravel mine also owned by Hall -Irwin. All known man-made structures within 200 feet of the "disturbed area" are listed below: State Highway 392 approximately 75 feet to the north of the disturbed area or 125 feet north of the mine excavation; Buried gas, water and phone utilities on the south side of Highway 392 approximately 35 feet to the north of the disturbed area or 85 feet north of the mine excavation; The buried Sinclair gas pipeline between the mine pods 50 feet from the mine excavation; A concrete building located approximately 35 feet north of the disturbed area or 85 feet from the excavation of the west mine pod; • Overhead utility lines approximately 80 feet west of the disturbed area or 143 feet west of the excavation of the west mine pod; Overhead utility lines along Highway 392 approximately 40 feet north of the disturbed area or 90 feet north of the excavation; ierth. I Mr. Jeff Gregg October 23, 2000 Page 3 • Inc An AT&T buried cable located on the west side of the side approximately 60 feet from the mine excavation. The closest known structure to the actual mine excavation is the buried Sinclair gas pipeline which will be 50 feet from the actual mine excavation. STABILITY ANALYSIS We performed stability analyses in order to evaluate the potential for damage to structures. The most critical mining situation potentially affecting structures will be the near vertical perimeter face of the mine excavation. Two different stability scenarios occur at the perimeter of the mine excavation. In the first scenario, no stockpiles or overburden/topsoil are present. In the second scenario, such stockpiles are present. We performed stability analyses for both scenarios using the )STABL computer program. For both stability analyses, we analyzed the worst case potential soil profile based on the borings and slurry wall construction details immediately south of the site. The soil profile analyzed consisted of eight feet of clay overburden overlying 17 feet of sand and gravel on top of claystone bedrock. The face of the excavation was drawn at ':1 (horizontal to vertical). No laboratory tests were performed on soils at the site. The soil strength parameters used were based on typical values for the anticipated soils and our experience at other sites in the area, and are summarized as follows: MaterialTotal Overburden Clay Unit Weight Oct) 114 Saturated Unit Weight (pcf) ' 126 Effective Cohesion (pci) ! Effective Friction Angle (degrees) 200 28 Sand and Gravel 130 137 0 i 35 Ciaystone 124 134 100 28 The stability analyses were initially run on 100 randomly generated circles generated at the subject structure and mine excavation utilizing the simplified Bishop Method. The most critical surface was then analyzed using the Spencer Method. • Mr. Jeff Gregg October 23, 2000 Page 4 • Inc The nearest structure to the mine is the buried Sinclair gas line located 50 feet from the mine excavation in an area with no stockpiles. Out stability analyses of the gas line scenario resulted in a factor of safety of 1.5. The nearest structure to the mine in an area with stockpiles is the buried AT&T cable located 60 feet west of the mine excavation. For this scenario, we imposed a surcharge load of 1,200 psf in the stockpile area. The resulting factor of safety was 1.6. Copies of the Spencer stability analysis cross -sections and input files are attached to this letter. Based on our analyses, the aggregate mining, mine related disturbances, and subsequent reclamation activities should not compromise structures in the area. LIMITATIONS Our review is based on regional geologic mapping, present mining plans, bore hole data and slurry wall construction details immediately south of the site, and stability analyses using typical soil strength parameters. No exploratory borings have been drilled on the site itself. Should the mining plans change or subsurface conditions vary from those portrayed in this letter, we should be contacted in order to re-evaluate the potential affects on man-made structures. Please call with questions or comments. Sincerely, Roc MO NTAIN CONSULTANTS, INC. / 4/ Gary Linden, R.G. Engineering Geologist GL:sp H\O63b 05&\LaPoudre.lir.wpd • 4 REFERENCES • Inc Colton, R.G., 1978, "Geologic Map of the Boulder -Ft. Collins -Greeley Area, Colorado," USGS Map I -855-C. Rocky Mountain Consultants, Inc., 1999, "Construction Observation Report, La Poudre Pit Slurry Wall," prepared for Hall -Irwin Construction, July, RMC Job No. 19+0636.024.00. • • POUDRE 11-0!-•• 9:53 100 - 80 no 0 sitet 4 40 I >- 20 0 a 2 II LA POUDRE PIT NORTH SPENCER'S METHOD, FOS for Specified Surface = 1.501 Lie..? w 1 ,- ' „---- 544 cstt ti ci cvC, I C t..7 Maene 0 20 40 60 80 100 120 140 150 •X—AXIS (feet) P'OUORC6 JO- 24-4* f0 64 100 _ 80 - < 4O ›- 20. 0 LA POUDRE PIT NORTH SPENCER'S METHOD, FOS for Specified Surface = 1.612 '-PL Ito Sid. Cl f ,to C.Icy5fl' 0 20 40 60 80 100 120 140 160 X—AXIS (feel) di 1:\0636_056 .XSTABLElrepart figure,wpd November 8, 2000 (10.23AM) • • PROFIL FILE: POUDRE6 10-24-** 10:54 ft LA POUDRE PIT NORTH • . F-i De- 10 8 seer Li+i *620 Q .0 40.0 40.0 40.0 3 40.0 40.0 40.1 38.0 3 40.1 38.0 43.0 38.0 3 43.0 38.0 43.1 40.0 3 43.1 40.0 53.0 40.10 3 53.0 40.0 55.0 57.0 2 55.0 57.0 57.0 65.0 1 57.0 65.0 140.0 65.0 1 55.0 57.0 140.0 57.0 2 53.0 40.0 140.0 40.0 3 SOIL 3 Ace 114.0 126.0 200.0 28.00 .000 130.0 137.0 .0 35.00 .000 124.0 134.0 100.0 28.00 .000 WATER 1 62.40 Ci(Chinedu viCte( Sint(hiCt .0 39.0 43.0 39.E 53.0 40.0 54.0 41.0 63.0 49.0 73.0 56.0 84.0 60.0 140.0 61.0 LOADS 77.0 107.0 SURF2 56.46 109.83 20.56 5.00 5k 4cAstte) 1200.{? .0 .0 1 ou kA ( Agn .0 1 s a e., cl 0 JO .0 1 , 1,1 .)dro A i • PROFIL FILE: POUDRE 11-01-* * 17:10 ft LA POUFFE PIT NORTH 10 8 ScAi1/411 raa' , uite in Kiwi besCs beloims) .0 40.0 40.0 40.0 3 40.0 40.0 40.1 38.0 3 40.1 38.0 43.0 38.0 3 43.0 38.0 43.1 40.0 3 43.1 40.0 53.0 40.0 3 53.0 40.0 55.0 57.0 2 55.0 57.0 57.0 65.0 1 57.0 65.0 140.0 65.0 1 55.0 57.0 140.0 57.0 2 53.0 40.0 140.0 40.0 3 SOIL 3 (far 1 Ce Cti 11 .0 1Y611.0 200.0 28.00 .000 .0 1 Cr? ve(lotAaelet Cicie 130.0 137.0 .0 35.00 .000 .0 1 544 Jam rwe 124.0 134.0 100.0 28.00 .000 .0 1 ticlatortier WATER 1 62.40 8 Oftik4w0Ailk csAckAta .0 39.0 43.0 39.0 53.0 40.0 54.0 41.0 63.0 49.0 73.0 56.0 84.0 60.0 140.0 61.0 SURF2 56.08 86.80 31.11 5.00 • 4!) i You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a proposed mining operation. The following is a sample of the Notice required for Rule 1..6.2.(1)(b) that you may wish to use. NOTICE This site is the location of a proposed construction materials operation. (Name of the Applicant/Operator) �S� �olt)whose a �s �� phone number is {Address and Phone Number of the � , CO 8� � ld�5 1�pp�c�at�t10pera _, has applied for a Reclamation Permit with the Colorado Mined Land Reclamation Board. Anyone wishing to comment on the application may view the application at the (County Name) WeAA County Clerk or Recorder's Office, {Clerk or Recorder's Office Address) ILS tea.% lit' , and should send comments prior to the end of the public comment period to the Division of Minerals and Geology, 1313 Sherman St, Room 215, Denver, Colorado 80203. f Certification: tc"C 254 , herb that I posted a sign containing the above notice --- Y �Y � 8� g above for the proposed permit area known as the (Name of Operation) tct'ktk ?OJCtfrC on (Date Posted) � ?CeO SIGN L DATE STRUCTURE AGREEMENTS & RETURN RECEIPTS STRUCTURE AGREEMENTS (LEE) CERTIFICATION The Applicant, Bestway Concrete Company (print applicant/company name), by Mark Johnson(print re resentative's name), as r tp (print representative's title), does hereby certify that Lariner County Public Works (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poudre re ravel Mine _ (operation name), File Number M-2000- 14 This form has been approved by the Colorado Mined Land Reclamation ation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of onstruction Materials and the Colorado Mined Land Reclamation Actor Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this forshall result in voiding this form. NOTARY FOR PERMIT APPLICANT AC NO LP PD BY: Applicant Bestway Concrete Company Representative Name Mark Johnson _ Date March ne , 2417 STATE OF a (,) tetre COINTY OF 14/1P C ) ss. Title VP Aq gregiates The foregoing was acknowledged before me this 0-0- day of 'Olt( 420A, by PI VI( as VP of Notary Public My Commission Expires: I I ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO eireenn My Commission Expires on . NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner eArlerovia C424'N', Date a'illA311'7 STATE OF CeZa. 41/O ss. COUNTY OF I 0i2.," ci ) Name eft Title au Anal derdtsus fatei caa The fore gof n - was acknowledged before me th i j e u day of ' , R r , 20/ ' , by f€- otary Public asCov :�. _-- �tc� . - of /AFL I Aiek4 CHARLES . JOHNSON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20004024359 MY COMMISSION EXPIRES OCT. 15, 2020 My Commission Expires:, f://7��2 �✓-Z � CERTIFICATION The Applicant, Bestwa Concrete ComCompany(print applicant/company name), by mark Johnson (print representative's name), V�" r t (print representative's title), does hereby certify that B ub l i c Service Co of CO (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poudre d re Gravel Mine (operation name), File Number M-2000- 144 . Th storm has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Actor Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this forshall result in voiding this fform . NOTARY FOR PERMIT APPLICANT ACKNOWLEGED LE ED BY: Applicant Bestway Concrete Company Representative Name Mark Johnson \k.l na .. Date March P— , 2017 Title VP Act reg ates STATE OF lattlir ) ss. COUNTY OF L,v4 The foregoing was acknowledged b or me this l da. of s. 20 11- by iir ( Sainii,,,„ as of ) kirt44.47 No _ ary Pub141/1/111C.g3/4-- My Commission Expires: 1/el /5 ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO My Commission Expires on m NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: Structure Owner Date STATE OF COUNTY O I Grego, No airy Publi IararJo) )ss. elm wledge4 b;fore me th as Name Title 5i' clay o Richard J. Grady Manager, Siting and Land Rights, Right of Way & Permits Department Public Service Company of Colorado y Commission Expires: Cir NICOLE EBERHARD NOTARY PUBLIC STATE OF COLORADO NOTARY i D it 20104040355 MY COMMISSION EXPIRES SEPTEMBER 20. 2O8 • STRUCTURE AGREEMENTS (N. LA POUDRE) CERTIFICATION The Applicant, Bestwa r Concrete Company (print applicant/company name), by Mark Johnson (print representative's name), asVP Aggregates (print representative's title), does hereby certify that DCP Midstream (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit it A, of the Reclamation Permit Application for Lee Amendment N. La Poudre Gravel Mine (operation name), File Number M-2000- 144 . This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Actor Hard Rock, Metal, and Designated Mining operations. Any alteration or modification to this form shall result in voiding this f`orm. NOTARY FOR PERMIT APPLICANT AC NO EEGED BY: Applicant Bestway Concrete Company Representative Name Mark Johnson ALOSAfrieg Date March if-- , 2017 STATE OF tit i 4/4/- COUNTY OF EAtiotrA ) ss, Title VP Aaareuates g was before me this �"- day of 201)- The foregoing n,�, l � '`� � ..�� by Phi kVP A of My Commission Expires: ef ill0 Notary Public abbisfr ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO e. - My Commission Expires on . i NOTARY FOR STRUCTURE OWNER ACKNOWLEGED E ED BY: Structure Owner oeriM_`,lig eak ..,. Name Date .�..''. 1 ea,soy STATE OF Cal COUNTY OF 1.citielf )ss. Title aderetresai .,. , doCe, s The foregoing was acknowledged before me this Zl4l�y of /'‘.eL . 20 /7, by bid!, x�. 4,.//<rot as ��a4,r,,!' St of pet /14't/saireass.t. letelese. Notary Public My Commission Expires: zfrIteterf NICOLAS L D. HAGENLOCK NOTARY PUBLIC STATE OF COLORADO NOTARY ID 200940'4084 MY COMMISSION EXPIRES FEB. ii, 2021 CERTIFICATION The Applicant, Bet ►ConcreteCompany (print applicant/company name), by Mark Johnson (print representative's name), as VP Aggregates (print CO representative's title),does hereby certify that Public ; L1 n� r ce Company Er of structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poudre Gravel Mine (operation name), File Number 10.4s2000 mi 144 This form has been approved by the Colorado Mined Land Reclamation ation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding thisforme NOTARY FOR PERMIT APPLICANT ACKNOWLEGED ED BY: Applicant Bestway Concrete Company Representative Name Mark Johnson, \ika' Date June 5 , 2017 Title VP Aggregates STATE OF Colvin -0c— ) ss. COUNTY OF iiMA) The foregoing was acknowledged ed before me this afg day of ,Sciet,c ,20 11 by of 130) IC .A1 kivs.} as (afrplicArvt Notary Public My Commission Expires: lb�.. ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO My Commission Expires on • NOTARY FOR STRUCTURE OWNER ACKNOWLEGED BY: 1) Structure Owner Public Service Co of CO. Name ( �C 44 Date -0111R7491 R7491 ► i~ � STATE OF COUNTY(lt��ll/�,� ss. ary Public r:r goli `as . 'knowledge I fore me this/ dayidh 0 as Title Richard J. Grad Manager, Siting and Land Rigi��t, Right of Way & n e r mats Department Public Service Company of Colorado of y Commission Expires: 9w 02,5?"C20 1 8' NICOLE EBERHARD NOTARY PUBLIC STATE OF COLORADO NOTARY ID 0 20104040355 MY COMMISSION EXPIRES SEPTEMBER 20, 2013 t GEORGE AND BEM ' HALL 4274 W 14th Street Road Greeley, Colorado 80534 Phone (970) 587-7200 June 16, 2017 Andy Rodriguez, P.C. Civil Resources, LLC 323 Fifth Street Frederick, Co 80530 Re: N La Poudre Gravel Mine M2000-144 Structure Agreements for George and Betty Hall, R0186689, R4193106 and R4962908, 6N67W Section 19 Dear Andy: We are in receipt of your request for a Structure Agreement with regard to the amended mining plan. Your Letter indicates that we are the owners of a gas facility located in the eastern boundary. White le we do own the mineral rights on these parcels, we do not own the "facility" itself. Those "facilities" would be owned by the oil/ as company doing the extraction. Further, to the best of my knowledge, there are no other permanent, man-made structures within 200 ft, of the mine site on these parcels. NOTARY FOR STRUCTURE OWNER STATE OF COLORADO COUNTY OF WELD DO NAM KRAFT Notary Public State of Colorado Not itieikit 19964021059 Com Isston Expires 12-05-21)20 before me this 16th day of June, 2017, by George Hall. kOn Notary Public CERTIFICATION The Applicant, Bestway Concrete Company (print applicant/company name), by Mark Johnson soy(print re resentative's name), as 'P re to rint p p representative's title), does hereby certify that DCP Midstream (structure owner) shall be compensated for any damage from the proposed mining operation to the above listed structure(s) located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation Permit Application for Lee Amendment - N. La Poucire Gravel Mine File Number ire -2000 144 r (operation name), This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations. Any alteration or modification to this form shall result in voiding this form4 NOTARY FOR PERMIT APPLICANT ANT ACKN0WLEGED 'LEGED BY: Applicant Bestway Concrete Company Representative Name Mark. Johnson Date June S .2017 Title VP Aggregates STATE OF COL rerriter _ ss. COUNTY OF €101/4. The foregoing was acknowledged before me this cat day of - IhAnA_ , 20 if, by VvitAAcc ..StiAriA" as � An oi'� , of Pailew 6.://1 Notary Public f My Commission Expires; ANDY RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO reer My Commission Expires on S S G NOTARY FOR STRUCTURE OWNER ACKNOWLEGEDBI Structure Owner 0470''d04,.4 arkiliffy Name Date er STATE OF COUNTY of tttil+d ) ss. Title an7 ,.r, The foregoing as acknowledged before me this f clay of /�e4'c Pa Afrefirdor-04e as 17,4444/ /e �ei- of iddrA Notary Public ,20t ,by te" r ,, My Commission Expires: A /7472 / NICOUs D. . HA ENLOCK NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20094004084 MY COMMISSION EXPIRES FEB. aa, 2021 RETU N RECEIPTS (LEE) s II 0 SENDER: COMPLETE THIS SECTION S . Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpi, or on the front if space permits. 1. Article Addressed to: Pee...Art VAIL, R P * 13 ot..2.7 ra.S5t Rn+ oll,fts, Co goy 1- 2SCC Ii1IIII i MIEIMEH 9590 9402 1875 6104 1936 32 i COMPLETE THIS SECTION ON DELIVERY Al Signature X Ce c Ci Agent O Addressee B. Repeivec lay rfnled Name) D. Date of Delivery 3 -3o -P7 D. Is delivery address different from Item 1? O Yes If YES, enter delivery address below: Q No 2. Article Number (Twofer from service label) 7005 039D DODO 6+19 9249 PS form 381 , July2015 2015 PSN 7530-02-000-9053 3. Service Type O Adult Signature ❑ Adult Signature Restricted Delivery lit Certified Ilaell2r la Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery insured Mail insured Mall Restricted Delivery -(over SKIDS SENDER: COMPLETE THIS SECTION In Complete Items 1, 2, and S. in Print your name and address on the reverse so that we can return the card to you Attach this card to the back of the mallpieoe, or on the front if space permits. ❑ Priority Mail Express® Cl Registered Maii'' ❑ Registered Mall Restricted Delivery D Return Recefpt for Merchandise Q Signature Confirmation'"" D Signature Confirmation Restricted Delivery .46 SENDER: COMPLETE THIS SECTION • Complete items', 2,A.atid S. . . r • Print your namtr end address on the Vevetso so that we can return°the card to you. is Mach this card it the back of the mailpiece, or on the front if space permits_ _ 1. Article Addressed to: DC? P tcts-bec,rysk 370 I7h '- ) Ste. 'ZS CO DtnvtrL CM ` 0 2-02. i i m 9590 9402 1875 6104 1936 18 1. Article Adddressedto: CDOT. k L tV& u• 015 391 \ L) rii(€ '-d1. C_Ltens Co 80 6ex-0 Cie -Are. iuuiiuuNuii t IIO IIIIIIIINNIullll 9590 9402 1 875 6104 1916 45 COMPLETE THIS SECTION ON DELIVERY 0 Agent U Midres o B. Received i tinted Na ) O Date f Deily te2 iAter 1 D. la delivery address different from item 1 In Y if YES, enter delivery address below: ❑ No 7013 2250 0000 7020 Domestic Return Receipt . PS Form 3811, July 2015 PSN 7530-02-000-9053 COMPLETE THIS SECTION ON DELIVERY A. Signature X by(Printed Name) tel Agent ❑ Addressee II B, R C. Date ref Delivery D. Is delivey address different from item 1? If YES, enter delivery address below: ❑ Yes 0 N 2. Article Number (Transfer from service ISO!) 7005 0390 flea 6419 9263 -_;' y 2015 PSN 7530-02-000-0053 3. Service °lyre L� Adult Signature ❑ Advil Signature Restricted Deliveery irtifded Mail® ❑ Certified Mail Restricted Delivery ❑ Collect on Delivery ❑ entreat on Delivery Restricted Delivery gyred Mail treed Mall Restricted Delivery esr SSWJi © Priority Mall Express® ❑ Registered Malin, ❑ Registered Mali Restricted Delivery O Return Receipt for Manhandles O Signature Confirmation'"" O Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. * Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Dark ion, 3$13 ' Ca.+1a` Calri.,s, co Sos21} 111,11 III IIIIIIIII II I II I 111111 II) 9590 9402 1875 6104 1935 57 3. Baykal/0 © Adult Signature ❑ Adult Signature Restricted Delivery ❑ Certified Mall® D Certified Mall ReStribted Delivery ❑ Coltecton Delivery n re,rreetr,rt Delivery Restricted Delivery 7149 ail Restricted Delivery toveresuei _. © Friutity Mail Express® A Registered MaaittM © Registered Mall Restricted Delivery Cl Return Receipt (Or Meerctratdite O Signature Conllrmatlan arm Li Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTI!` ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mallpieoe, or on the front if space permits, 1. Article Addressed to: Carr ftsir 434 1%mrberl� 5� Lidly0044r Co elos�pt IIIIII Il1 111111 9590 9402 1875 6104 1933 97 i COMPLETE THIS SECTION ON DELIVERY A. Signature X r B. Irr by Anted Name) Adetti , igent Cl Addressee C. pat of celivery D. is delivery address different from item 1? O Yes if YES, enter delivery address below: ❑ No It, A•al+ h-. rwree.++hiar frrnnjc r frnm service label) 3, Service ape © Adult Signature ❑ Aduit Signature Restricted Delivery ❑ Certified Matted D Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery r, .--,..aa4'dalt 7005 0390 00'00 6419 9157all Restricted Delivery ❑ Priority-Mell Exams ❑ Registered Mel PM ❑ Registered Mall Reelected Del very ❑ Return Receipt for Merchandise ❑ Signature ConfJrmativn1M ❑ Signature Confirmation Reatrloted Delivery Domestic Return Receipt i PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to theback of the mailpiece, or on the front if space permits, 1. Artiole Addressed to: Xce-t Enemy cJo Tk'cL&rcS Gay 3r.1 Rve DQnJe.r, Co 80223 IIIINIIIIIIIIIIIIIIIIIIIIIIIIIII Illulll i 9590 9402 1875 6104 1936 01 P. Article Nnmhnr :Transfer from service label) 7005 0390 0000 6419 9270 COMPLETE THIS SECTION ON DELIVERY A. Signature X Agee Lessee Fri S ecelved by (Printed Names 0, Date of Delivery D. Is delivery address different from item 1? O Yes If YES, enter delivery address below: 1] No 3. Service Type ❑ mutt Signature ❑ Adult Signature Restricted Delivery ee Certified Ma= A Certified Mall Rgatrloted Pe11veery El Collect on Delivery O Collect on veriest? Restricted Delivery 53 Insured Mail 2 Insured Mall Reetrioted Delivery (over $5000 O Priority Mail Express® O Registered Mane C Registered Mall Restricted Delivery ❑ Rolm Receipt for Merchandise ❑ Signature Confirmatlonn" ❑ Signature Confirmation Restricted Delivery r e SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maltpleee, or on the front if space permits. 1. Article Addressed to: I,an D ' AAso r- 3004 10,3 r“.4 -4 - Co soc o iu I nil i i i uiu 9590 9402 1875 6104 1935 71 i o ArtinIa Number !Transfer from service tabs)) - 7005 039❑ 0000 6419 9300 Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 Jr COMPLETE THIS SECTION 0 V DELIVERY received by (Printed Name, SENDER: COMPLETE THIS SECTION C. Date so that we can return the card to you. - • Attach this card to the back of the mailptocee, -- or on the front if space permits. I • Complete items 1, 2, and 3. ,$gent la Print your name and address on the reverse ❑ Addressee I ate Delivery D. is delivery address different from item 1 ? O es 1. - Article Addressed to: If YES, enter delivery address below: hio 0 A rfne s emkor frnrrr vnrvIna !shall 7013 2250 0000 7020 0843 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delive certified Mail® d Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery Insured Mall insured Mall Reelected Delivery ever 5500 ❑ Priority Mall Express® O Registered MaMITM O Reeclatersd Mali Restricted' Delivery O Return .Receipt ter merchandise a Signature Ccnrrmi r ailonee ▪ Signature Confirmation Restricted Delivery Lori Amerern`' R-6I1e ( kwkt D# 0 kJ, 04 +) Sift 3000 Pa. an 1140 f r4 o I I,"nor .O 80522 — ! Flo silo I! i I IflhliPi 1 9590 9402 1875 6104 1936 56 Domestic Return Receipt i PS Form 3811, July2015 PSN 7530-02-000-9053 COMPLETE THIS SECTION ON DELIVERY A. Signature X� 4Ot- Agent ❑ Addrer .j B, f ebeiVOd.b r°inCed' Name) D. Date of Delivery 34.7 D. is delivery address different from Item 1? ❑ Yes if YES, enter delivery address below: ❑ No 6vtklo KM..mhcj. #Tnnnetr foram candle. i*heal 7005 0390 0000'6419 9225 PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return.ricircialpt I PS Form 3811, July 2015 PSN 7530-02-000-9053 3. Service 7iype ❑ Adult Signature © Adult Signature Restricted Delivery g-certitie> a Marla. ❑ Certified Mail Restricted Delivery ❑. Collect on Delivery ❑ Collect on Delivery Restricted Delivery vaured Mall isured Mall Reestriote3d Delivery „mar S5DO ❑ Priority Man Express® ❑ Registered M8WM a Registered Mall Restricted D eli very CI Return Re ei tfor Meronandise Signature Conflrrnatlonr"' ❑ Signature Confirmation Restricted Delivery I I I Domestic Return Receipt 1 COMPLETE THIS SECTION ON DELIVERY 0 Agent Q Addressee C. € of a livery In�7D. Is delivery addreth different from Item ❑ s if YES, enter delivery address below: ❑ No 3. Service Type CI Adult Signature ❑ Adult SignatureeReestricted Delivery X Certified Mall® ❑ coronae Mall RntrictedDeelveryr 1❑ Collect on Delivery O Collect on Delivery Restricted Delivery enured Mall pored Mall Restricted Delivery iver$500) ❑ Priority Mall Epe ❑ Registered Mein' ❑ Registered Mall Restricted. Delivery O Return Receipt for PAerecltardise ❑ Signature CorutlrmatianYM a Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the malipieece, or on the front If space permits. 1. Article Addressed to: 175 N-+% S4 SE Lw-94"a c0 0637 HM11111111111 ill 9590 9402 1875 6104 1935 95 i Domestic Return Receipt COMPLETE T;;;S SECTION ON DELIVERY A. Si_ at X A Br :, d by (Printed Name . ph D. Is delivery address different from item 1? if YES, enter delivery address below: A ent dlres ee I of DeIiy1ery+ 'a) QYee O No ..roe nail Ana folikan, 7005 0390 0000 6419 9287 a Service Type fJ Adult Signature ❑ Mutt SIgnatun3Restttcted Delivery SCertiited Mali® ❑ Certified MeU Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery red Mail mad Mali Reelected Delivery 3r $600) O Priority Mall E:cp O Registered MaW'" Ci Registered mail Restricted Delivery El Return Receipt for Merchandise ❑ Signature ConfirrnationT CO Signature Confirmation Restricted Delivery Domestic Return Receipt PS Form 3811, July2015 PSN 7530-02.000.9053 Domestic Return Receipt i 4 l SENDER: COMPLETE THIS SECTION ■ Complete Items 1, 2, and S. ■ Print your name and address on the reverse so that we can return the card to you. A Attach this card to the back of the mailpiece, or on the front If space permits. 1 a Article Addressed to: t c.UU Co,„." 1'K L�c,. ifJorks Diee4 Ott Sir Ft a So,, -7 $ Ni N auu I I i ui i u I I iu 9590 9402 1875 6104 1936 63 i COMPLETE THIS SECTION ON DELIVERY A. Sign . . ' I. Agent to • Addressee C. Date of Delivery B. Received Maria by (Printed Aragon Name) D. Is deliveryaddress different from item 1? Yes If YES, enter delivery address below: O No t Z Article Number (Vansfor from service label) 7005 0390 0000 6419 9218 PS Form 3811, July 2015 PSN 7530-02-000-9053 a. Service Type O Molt Signature D Adult Signature Restricted Delivery scertlfied .Mill® A Certified Mall Restricted Delivery ❑ Corse on Delivery El Colteot on Delivery Restricted Delivery 'ad Ma I ad Mali Restricted Delivery • S500 ❑ Priority tAell EN:Nesse ❑ Registered Mall mi O Re Maki Mal Restricted De very ❑ Return Receipt for [ rohandlse O Signature ConlirmaforV' o Signature Co nfrrti o n Restricted Delivery SENDER; COMPLETE THIS SECTION IN Complete items 1, 2, and S. • Print your name and address on the reverse so that we can return the card to you. a Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: On hied Ii 0M r $r .pan:40446 rt t i 't4 830% E• P�nkCce. ?WSrSb-- Gretz.nlAatookk& Co S0ItI HhII I III u u 9590 9402 1875 6104 1935 88 i �} fl..dinl.., Pill I WalttAaala erre.in Mr^rt £.a.ati Al" la irate. lain aal COMPLETE THIS SECTION ON DELIVERY A. Signatui ❑ Agent ❑ Addressee B. Received by (Piloted Name) C. Date 1 Delivery 3 4-7 D. is delivery address different from item 1? +Q Yes If YES, enter delivery address below: O No r3. Service Type ' d Adult Signature ❑ Adult Signature Restricted Delivery SCertified Mall® ❑ Certified Mall Restricted Delivery O Collect on Delivery n rebut an Delivery Restricted Delivery 7005 0390 6419 9294 red Mall red liResthicted Delivery 1 Domestic Return 'ReceiptPS Form 3811, July 2015 PSN 7530-02-000-9053 ❑ Priority Mall. Express® ❑ Registered MaIIT^'' ❑ Registered Mail Restricted Delivery ❑ Return Receipt for Mer'chrndlse ❑ Signature ConfirmationTM ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt ETURN RECEIPTS (N. LA POUDRE) • Complete items 1, 2, and 3. le Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: DoT Rp Si 4 n 4 YL1oif+ A' 15 arrili 09•Likitte TYilk tivic QicS z JiAno C) O 62,0 IIiiiil III ll�lf III ��1I�1'IF111N}�� 9590 9402 1875 6104 1916 52 2. Article.. kr...,4sar trrrirocar f,rhrn ec+r r?rn i COMPLETE THIS SECTION ON DELIVERY O Agent ❑ Addressee BA Received by (Painted Nem D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: II No C. Date f Delivery 22, 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery ❑ Certified Mallr l❑ Certified ra1a11 Restricted Delivery ❑ Collect on Delivery ❑ Colieoton Delivery Restricted Delivery 7013 2250 0000 7020 7156 :tad Deliverer .la.' - . r ❑ Priority Mall Express® ❑ Registered MaUITM o Registered Mall Restricted Delivery o Return Recelptfor Merchandise in Signature ConflrmationtM ❑ Signature Confirmation Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 ..• SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. III Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to; .spa PAta C imdisoni 1-Vwu"13 stiukAsibt VieAA Wee Go of II lilllfli HIII I MUM IiI 9590 9402 1875 6104 1997 26 I SENDER: COMPLETE THIS SECTION le Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front If space pcrind ts. 1. Article Addressed to: 5K. �,�er� Ins. t.6904; fro P4t() aenva2 CO mi i IIIIIIIII i Se WO 9 MI 9590 9402 1875 6104 1916 69 @. R COMPLETE THIS SECTION ON DELIVERY A. Sign .- eitvelaarrtoir aria Name ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 2, 7013 2250 0000 7020 7132 ReetdctedDelilrery Domestic Return Receipt: ; PS Form 3811, July 2015 PSN 7530-02-000-905$ COMPLETE THIS SECTION ON n::LIVERY 1411 a X ki A.. Si -•-igI atwe ❑ Agent Addresses B.�ed disk ?tJUt ?&°ThWerY elpvern;Atz , 8. Service Type D Adult Signature D Adult Signature Restricted Delivery CI Certified Mali® Ci Certified Mall Restricted Delivery CI Collect on Delivery 0 Collect on Delivery Restricted Delivery O Priority Mail Express® ❑ Registered M&PM D Roe l s tend Mall Restricted, Delivery El Return Rev 1ptifor Merchandise ri Signature ConflenatlonlM in Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION ® Complete items 1, 2, and 3. S Print your name and address on the reverse so that we sari return the card to you. • Attach this card to the back of the mallplece, or on the front if space permits. 1. Article Addressed to: Cc rt C.&\ �1- klynbork. Lon rnon " 42",05c u III 9590 9402 1875 6104 1997 40 i • 4. .� ,e rr -.r--aka an --_.eaa Pats.. 1% COMPLETE THIS SECTION ON DELIVERY caMin," 41,119r-770 A' A. Signatur Agent X ai . b batik/I Pf Addre ❑ r�ddre�ssee C, D of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 6. Received by (Printed Name) 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery In Certified Mall® ElCertified Mall Postdated Delivery o Coiled on Delivery �1 Collect on Delivery Restricted Delivery 70113 2250 0000 7020 1000 [ Restricted Delivery 1 'covintL1u; ❑ Priority Mail Express! ❑ Registered trictlifia ❑ Registered MallRr3strldtedl Delivery ❑ Return Receipt for Merch!andrsrs ❑ Signature Carrflrmatlor • Signature Confirmation Restricted Delivery Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION t D. is delivery address cliff if YES, enter delivery t frtyt item 1? ❑ Yes resa how: ii No USP 3. Service Type ❑ Adult Signature ❑ Adult Signature Aesef red Delivery ❑ Certified Mall® ❑ Certified Mall Restricted Delivery ❑ Collect on Delivery, sir, t\r,ennkar fTlanafAr form service label) ❑ Collect on Delivery Restricted Delivery 7013 2250 0000 7020 1024 Restricted Delivery ❑ Priority Mail Express® ❑ Registered MailtM Q Registc cd Mall Restricted Qeieveeiy Q fiery rri Receipt for Ma3ri11and i A Signature Confirmaucer ° O Signature Confirmation RCeatricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION • Complete Items 122I and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space) permits. 1. Article Addressed to: SOrt„ "V‘; "1 CI) eel° 59-3 IIIhIINllllllllll I I 1 I 9590 9402 1875 6104 1933 80 i r IN Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Giindtaiu4ni 3T vogox. Y\ wich,h04 TX WCDT i II I 9590 9402 1548 5362 5209 99 COMPL c TE THIS SECTION ON DELIVERY A. S x B, R Loy (Printed Name) ❑ Agent O Addressee Daty af Delivery D. Is eliver9 addrees different from 'ter 1? Cl Yes If YES, enter delivery address below: ❑ No r14, 2. Art' . . . . rr - r r — ^awn rota. Jn.iawri 7005 0390 DODO 3. Service Type 42, O Adult Signature , o Adult Signature Restricted Delivery D Certified Mull@ ❑ Certified Mall Restricted Delivery ❑ Collect on Chivalry o CrrIlc ct an Delivery Restricted Delivery 61419 9102 billeted Delivery c weu•. ,,..Y..ns.•i ❑ Priority Mull Express® ❑ Rethetered tvcauutfl tJ Registered Mali Restricted Delivery CI Return Receipt for Merchandise C Signature Confirm-ationTe„ ❑ Signature Confirmation Restricted Delivery! Domestic Return Receipt 1 PS Form 3811, July 2015 PSN 7530-02-000-9053 COMPLETE THIS SECTION ON DELIVERY A. Signature ❑ Agent El Addressee illlie of pellvery train D. Is delivery address different from item 1? ET Yes If YES, enter delivery address below: ❑ No 7 00 5 0 3 9 0 DO 0 0 6 419 9116 4 ill Restricted Delivery 3. Service Type In Adult Signature ❑ Adult Signature•Ftestrtoted Delivery ❑ Certified Maly Q Certified Mall Rostricteneriveeryr ❑ Collect on Delivery. " Delivery Restricted Delivery ❑ Priority Mall Express® ❑ Registered MaHTM ❑ Registered fall Rest4Otefil Dellvaty A Return Receipt for Merchandise Q Signature Confirmation -1m ❑ Signature Confirmation Restricted Delivery SENDER: CO/14PLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maiipiece, or on the front if space permits. 1, Article Addressed to: Yect err off. . 1� L .i Ave - Amick ? I td- Gt.. Sost.2.3 II 1111111 IIII IIIIIII1 111111111 II Ill II I 9590 9402 1548 5362 5209 44 i Lrilrfr IUelrnkar ITrnncfar us-un eandrn Domestic Return Receipt COMPLETE TNJS SECTION ON DELIVERY A. Signature X B. Ftec r ved by (Printed Name) 0 Agent D Addressee Delivery D. Is delivery address different from item 1? El Yes If YES, enter delivery address below: ❑ No 3. Service type o Adult Signature O Adult Signature Restricted Delivery ❑ Certified Mall® ❑ Certified Mail Restricted Delivery O Collect on Delivery ❑ Collect on Delivery Restricted Delivery 7005 0390 0000 6419 9133 Ail sliRestricted r Hvery tit et:, ❑ Priority Mall Exprcris O Registered Ma&ITM O Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise • Signature Cocifirrnation''"' ❑ Sigraturee Confirmation Restricted Delivery 1 SENDER: COMPLETE TI -f!5 SECTION • Complete Items 1, 2, and 3. S Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. ArticleAddressed to: 6 Siii r b N._. 3313 CfNettAl £t aff 00 1 I any'2)0524 t. 0 gip IN a' 9590 9402 181 2. Article Number (Tiransfsr if 04 1tr6 76 SENDER: COMPLETE THIS SECTION PS Form 3811, July 2015 PSN 7530-02-000-9053 l■ Complete items 1, 2, and 3, ■ Print your name and address on the reverse so that we can return the card to you. w Attach this card to the back of the mailpiece, or on the front if space permits, 1. Article Addressed to: Weld (AAA' Q PO8ox -1s8 Gaza,45 Co 00632 u 9590 9402 1548 5362 5209 51 I a • .. 4 na._.__.c__ r _ __--_.e—a r—e.—ie 7005 0390 0000 6419 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY Slgrte1u X 01 { Y (Printer! Name V G CI Agent dd'reee ate o Delivery 07 7 D. Is deiiveety address different trortrr item 1? ❑ Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Adu[t Signature ❑ Mutt Signature Restrcted Delivery ❑ Certified Iv1ail4 d Certified Mali Restricted Delivery ❑ Coact on Delivery o Collect on Delivery Restricted Delivery Insured Mall © future(' alrRestricteedDelivery over 5500) ❑ Priority Mail Expr Q Registered Malir + ❑ Registered Mali Resettle Deiiveery+ CI Return Receipt for Morcirendine ❑ Signature ConflrrnatlaniM A Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. &It nature B. Recer PeO W1 i.ge) O Addressee C. Date of Delivery D. is delivery address different from Item 1? El Yee If YES, enter delivery address below: ❑ No 3. Service Type o Adult Signature Q Adult Signature Restricted Delivery o Certified Mali® ❑ Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery 9112 6 Restricted Delivery toWuy, ❑ Priority Mall Express® D Registered Ma4TM ❑ Registered Mel Restricted Dorval O Return Receipt for Merchandise ❑ Signature ConfrmatlonTM ❑ Signature Confirmation Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt•PS Form 3811, July 2015 PSN 7530-02-000; )053 Domestic Return Receipt i PS Form 3811, July 2015 PSN 7530 -02 -000 -So e)3 Domestic Return Receipt SENDER: COMPLETE THIS SECTION III Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: (Onivin4 Le. ++ r PS i44' 3f. SE LtAtiAna 605)* IIIII i 9590 9402 1548 5362 5224 05 i 2. Ae4IMem hie tree kin .. tray...wda..lP„r.•...--...F.-- Y —L —n 7005 039D 0000 6419 PS Form 3811, July 2015 PSN 7530-02-000-9053 COMPLETd To -as SECT/ONv ON DELIVERY e9 of D . Iva r D. Is delivery address different Iran item 1? ❑ Y If YES, enter delivery address below: p No S 3; Service Type ❑ Adult Signature l7 Adult Signature Restricted Delivery o Certified Mail® d Certified Mall Restricted Delivery ❑ Collect on Delivery f'a.nn"slivery Restrioted Delivery 9188 Restricted Delivery _(ovOr U r El Priority Mall Express ❑ Registered MallTM Registered Mall Restricted Delivery CI Return Rucelpt for Merchandise ID Signature Confirmation ❑ Signature Confirmation Restricted Deily/cry Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the niailplece, or on the front if space permits. 1 . Article Addressed to: Sew kontrott- r \ t 4L C1/47-- 01„. \`15 'Lt IIIIIII HI Illlllkl m II 9590 9402 1875 6104 1997 33 i 2. a ea 11 .4 _013 2254 0000 7020 u Q trRestrIcied Delivery (over Out) COMPLETE THIS SECTION ON DELIVERY A. Sigture X B. Received b P'sds (Printed Name) an, ■ ❑ Agent El Addressee of D Iva a is delivery address different from itenlel ? Q'Yes If YES, enter delivery address below: p No PS Form 3811, July 2015 PSN 7530-02-000-9053 3. Service Type ❑ Adroit Signature ❑ Adult Signature Restricted Delivery ❑ Certified Mali® O Certlfled Mall Res'trtcted Delivery o Collect on Delivery D ?livery Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. C1 Priority Mali Express® Registered MaIITMn El Registered Mail Restricted D+elivety C3 Return Receipt for Merchandise ID Signature Ccnfirmatlo wl ❑ Signature Confirmation Restricted Deltvenor I 1. Article Addressed to: ffe km,kasitteivr\,, 39-o Cr S+ -c S}e 9-Soa 44ntrtR Co SozoZ IIlIII 1111111 NIIIIIIII I 9590 9402 1548 53£2 5224 12 i i COMPLETE THIS SECTION ON DELIVERY A. Sign B. R $Iv 1 by (Printed" Name) i ❑ Agent O Addressee C. Date of Delivery D. Is delivery acid reStdifferent Inm item 1? O Yes If YES, enter ®livery address below: O No r •11hin 110.1 )mi n, 1104 3, Service Type ❑ Adult Signature El Adult Signature Restricted Delivery ❑ Certified Mailer ❑ Certified Mall, Restricted DellVery D Collect on Delivery 2, Article Number (Transfer from service label) 0 Collect r3r1 Delivery RestrlctedDelivet y • 7005„0390 0000 641}9 .91W9_S` : RatmEmt ac iiw y • Priority Mall Expresse ❑ Registered MaiFM ❑ Registered Mail Restri Delivery El Return Rec &pt for Merchandise ID Signature Conflrmatbn1v • Signature Confirmation Restricted Delivery Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt PROP. OWNER NOTIFCATIONS RETURN RECEIPTS (LEE & N. LA POUDRE) ..• i i SENDER: COMPLETE THIS SECTION NI Complete items 1, 2, and 3, E Print your name and address on the reverse so that we'can return the card to you. ■ Attach this card to the back of the mailpiece, or on the (Pont If apace permits. 1. Article Addressed to: C LLC. 15 ez2 ic.Lox Dr, Ln mon ) Co 005 04-330 . HUI u II II lI 9590 9402 1875 6104 1936 70 COMPLETE THIS SECTION ON DELIVERY A.. Signature LI Agent Addressee Date • D. Is)lellvery address different from Item 1 V if YES, enter delivery address below: CI of ()silvery Yes No 2 R rAir learn service label) 3. Service Type © Adult Signature ❑ Adult Signature Restricted Delivery tCertlfled Mail?t CI Certified Mall Restricted Deitrlery © CDlrect on Delivery, Ci Collect on Delivery Restricted Delivery r1 1a......j MAeAf ?013 2250 0000 7020 0829 II Restricted Delivery PS Form 3811 r July 2015 PSN 7530-02-000-9053 D Priority Mull Expreste 0 Registered MallTM ❑ Registered Mall Restricted Delivery © Return Receipt for Murohanscilee ❑ Signature ContMtallonTM 0 Signature Conlirmallon Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. is Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Onttife- t.Jo4er&rSonr kjon T-Drs‘ritc:1- 03 O1 a Preface i P r% I c O Greszelwooii ,t'11 145e 1 CO 80 II I IflillilUlE ilitiwH1u.u1I1.tntIiaLI I 9590 9402 1875 6104 1937 00 COMPLETE THIS SECTION ON DELIVERY Al Signatu X yir © Agent ❑ Addressee B. Roved by (ri d ame) C. Date of Delivery D. is delivery address different from Item 1? ❑ Yes If YES, enter delivery address below: 0 No 2 7013 3. Service Type 0 Adult Signature 0 Adult Sig nature Restricted Delivery $.Certified Mall® O Certified Mall Restricted Delivery a Collect on Delivery _ se--;........, Tertp %hAt — 0 Collect on Delivery Restricted Delivery 3020 ..DODO -25.53 36 IRestricted Delivery © Priority Matt Expres Cl Registered Ma]IT'M D Registered Mali Restricted Delivery El Return Reeerp t tar Merchandise O Signature ConilrmalionTM D Signature Confirmation Restricted Delivery Domestic Return Receipt r: P8 Form 3811 July 2015 PSN 7530-02-000-9053 ± ii SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. is Print your` name and address on the i rse so that we can return the card ta.yoy x` ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Laic i click le. Ike lien 133 "Altos Cf Alcor) 605 O- 61 41 ium IIIIIIIIIIIII i lll 9590 9402 1875 6104 1936 87 • Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature x &veil by (Printed ire -ad i 3 4-. oo arent w C., D D. is delivery address from item If YES, enter deliverer address below: • Agent A drese 1 t� SENDER: COMPLETE THIS SECTION is Complete items 1, 2, and 3. ▪ Print your name and address on the reverse so that we can return the card to you. ■I Attach this card to the back of the maiiplece, or on the front If space permits. 1. Article Addressed to: Tel Italic Law TFn 5 65c5 pi r�t c)(.61 I S c co Ott D 7Sc43 - 5i - 959d�A02 TB] 34 34 COMPLETE Tf'IS SECTION ON DELIVERY A. Signature D Agent 0 Addressee atcf Delivery D. Is delivery address « hie frorri item 1? ❑l Yee If YES, enter delivery address below: p No 2. Article Number (Transfer from service Jebel) 3. Service 'Ra ICI Adult Signature ❑ Mutt Signature Restricted Delivery ❑ Certified Mail® D Certified Mall Restricted Delivery O Collect on Delivery Q Collect on Delivery Restricted Delivery — insured Mall �7 '1 01 own �y r7 nsUred ivtall Reetriated Dehrery r3 Lr i� u Ll 4� aver d Ma , 'PSN 7530-02-000-0053 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. it Print your name and address on the reverse so that we can return the card to you. a Delivery NI Attach this card to the back of the mailpiecee, or on the front if space permits. ❑ Yes 1. Article Addressed to: O No if k M..... L a... er.... +...M..: C.., at spin tin a rnr,4jn 7013 2250 0000 7020 0812 PS Form 3811, July 2015 PSN 7530-02-000-9053 3. Service Type 0 Adult Sigrrretcrre O Adult Srgrrature Restricted Delivery s .Ooriifiad Malt= El CereifiedMSI Reatrdctad Delivery oC.olleot coDolWeMy 0 Collect on Delivery Fies&Mted Delivery II II Restricted Delivery ❑ Priority Mail Express® ❑ Registered MaiiTM O Registered Mall Restricted Delivery 13 Return Receipt for Mercnandise ❑ Signature tonfrrmationTM filr gture Confirmation Flesh -feted Delivery Tow4 Ina.seer O1 ItA. SA- rvdsor, CO SO550 MI 9590 9402 1875 6104 1936 94 rD Priority Mall Express® 0 Registered therm ❑ Registered Mali Restricted Delivery CI Return Receipt for Merchandise 0 Signature ConflrmatiorO o Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY 1 CACI Agent Add C. Oat= of Dellye a .)I D. Is delivery ad cress different from Item 1? rD Yes' If YES, enter delivery address below; O No 3, Service 1pe ❑'Adult Signature Ct Adult Signature Restricted Delivery its Certified M:ie o Certified Mall Reetrioted Delivery I❑ Collect on Delivery Delivery 2 ❑ Collect on n.+ir.la Ai.li ..,�,ker reanafar final4ranrira khan Restricted Delivery 7013 2250 0000 702D 0805 I Restricted Delivery 0 0 ❑ Priority Mall I xptesse Registered Ma1lTM Registered Mall Restricted DelivReturn Receipt for Merchandise Signature ConflrmatlonT"" Signature Confirmation Flestrloted Delivery Domestic Return Receipt PS Form 3811, July2015 PSN 7530-02-000-8053 Domestic Return Receipt p SENDER: COMPLETE THIS SECTION COMPLETE TI-t1S SEC `«N ON DELIVERY t • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ▪ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Wek '14"610 �IC. O% W4-- Lilco •-e• 12A) loo zranclve41 Deotrtt earidi imm 9590 9402 1875 6104 1934 65 ui A. Signature X , B. Received & creti (PriAl‘d Name Q Agent Li Addressee C. Date of Delivery D. is delivery address different from item 1? Q Yes If YES, enter delivery address below: ❑ No 34 Service Type I0AdultSignature a Adult Signature Restricted ['silvery o Cer#tf& Q rliiiad<ed MMa91 Restrictad Delivery D Collect on Dello:y 2. Article Number (`Transfr•from service label) C' collect on Delivery Restricted Ddrvery inured Mall 7013 2250 0000 7020 092$ � r �liRestrictedpelivery S Form 3811, July 2015 PSN 7530-02-000-9053 Priority Mall Oxpreest D' Registered MelITM o RecdIatered Mail Restricted Delivery in Return Receipt for Merchandise Q Signature Confirmationmt l~I Signature Confirmation Restricted Delivery Domestic Return Receipt S SENDER: COMPLETE THIS SECTION lt'Corriplettiteenrl: 1, 2, and 3. ■ Pita y urname and address on the reverse • so that we'can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Add rr9 eed to; \t'I20 LLL3ssb)14 to 6te a r}C4Tv,Q,fp os25 9590 9402 1875 6104 1934 2] 2, Article Number (Transfer fmmm service label ❑ 000❑ 70Eu 0966 7013 N 7530-02-000e4053 COMPLETE THIS SECTION ON DELIVERY A. Signature X Q 0)\*Y d Name) gent O Addressee d. Is delivery { drev different from item 1? ❑ Yee if YES, enter delivery address below: Q No 3. Service Type D Adult Signature ❑ Adult Signature Restricted Delivery O Certified Mal[tilt ❑ Certified Mali Restricted Delivery ❑ Collect on Delivery ❑ Collect an Delivery Restricted Delivery ►searu Mali steed Mall Restricted Delivery er $500) SENDER; COMPLETE THIS SECTION tell Complete items 112o and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits; 1. Article Addressed to: c NA, LW flt2- `.rj Oat) DR_ Ccltivt Co <6c6L5 miu i miu 1 uiu 9590 9402 1875 6104 1935 40 i 2. Article Number Manske from service khan 7013 2250 0000 7020 01661 S Form 3811, July 2015 PSN 7530.02-000-9053 [ Priority Mall Express® ❑ Registered MacITM 0 Registered Mall Restricted Delivery O Return Receipt for Merchandise D Signature Confirmation"M o Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE TINS SECTION ON DELIVERY A. Signature ❑ Agent ❑ Addressee C. i7 to of livery D. Is delivery address different from item 1 if YES, enter delivery address below: Q No 3. Service Type ID Adult Signature © Adult Signature Resttfoted Delivery ❑ Certified Malt® ❑ Certified Mail Restricted Delivery © Collect on Delivery r' Collect on Delivery Restricted Delivery Insured Mall inured Mail Restricted Delivery over S ❑ Priority MaltExpress® O R oylstered Mallr e ❑ Registered Mail Restricted Delivery 0 Return Reoelptf+or Merchandise © Signature ConfirmatlontM © Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. IN Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maliplece, or on the front If space permits. 1. Article Addressed to: Taft()W41 alsoa. 3oi Colnctl-5+ U hto t� co 855 a i III iuuiiuuuiii i 9 590 9402 1548 5362 5209 82 0 tartlet toil imhar ffrssngfnr faun Rarvir.A 1ff17PJ1 7005 0390 0000 6419 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. S -i,, ture ■ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes if YES, enter delivery address below: 0 No 3, Service Type; O Adult Signature D Adult Signature Restricted Delivery ❑ Certified Male; CI Certified Mali Restricted Dettiveerr C Collect on Delivery a collect on Delivery Restricted Delivery 9119 Mall all Restrictead Delivery PS Form 3811, July 2015 PSN 1530-02-000-9053 o Priority Mail Express. ❑ Registered Mere rep ❑ fog acrd Mail Restricted Deliry o Return Receipt for Merchandise Signature ConfirmatIonett L? Signature Confirmation Restricted Delivery iQ 959 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiiplece, or on the front if space permits. 1. Article Addressed to: Wec*Annek (-1**441€N1 312—I WS56e. Co &55o i iu II 34 89 A. Signature X (ajeCt 144101 dated Name) D. Is delivery address di ffe ent from item 1 if YES, enter delivery address below: n A.h1..-f_ •1.... --- - e- -r -' an 'i— - I-6. a ny 7013 2250 0000 7O2a 0904 r (over $50 ) PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: V.PN 3553..5* 94. 4. Gibs 4) uu II i i Cl/65 Neel CA Rok 6052.5 11 i i 11 u i 9590 9402 1875 6104 1934 41 i 2, Article Number (Transfer from service ISM 7013 2.250 0000 7020 0 9142 I-orm S81 " July 2015 PSN 7530-02-000-9052 � 4 -5 Ylrn SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you • Attach this card to the back of the maiiplece, or on the front if space permits. 3. Service Type ❑ Adult*l*atrium El .Adult Signature Restricted Delivery ❑ CertifedMa;[ei3 d Certified Mall Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery ❑ Ensured Mall ❑ .Insureds Mail Restricted Delivery vr: S5p f, v, ti t. Q Agent .411841Lidaissee SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. ■. Print your name and address on the reverse so that we can return the card to you. iv9 d II Attach this card to the back of the mailpiece, or on the front if space permits. I ❑ Priority Mali ❑ Registered MailTM ❑ Registered Mail Restricted Delivery O Return Receipt for Merchandise 0 Signature Cenfirrnationte Q Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature X Received by r; red catectortiad Dare) gent Addressee C. Date • f De very D. Is deliv, ra• dross different from Item 1? ra Yes if YES, enter delivery address below: In No 3. Service Type I7 Mutt Signal ❑ Adult Signahaa Restricted Delivery CJ certified Mail 0 Certified Mail Restricted Delivery ❑ Caliect on Delivery alreoton Delivery Restricted Delivery enured Mail ,surecl Mail Restricted Delivery I (over $500) 1. Article Addressed to: -tvb Cm Wth 01/45)1fic+ amA, bow, cre- ?4 . .v i l vb 5 trJ S052.5 9590 9402 18 ❑ Priority Mall Express. D Registered Melee 0 Registered Mall Restricted Delivery 0 Return Reeeiptfor Merchandise ❑ Signature ConflrmationTM D Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature B, eel b' C O Agent O Addressee red Name) C. Date of Delivery I D. is delivery address different from item 1? © Yes If YES, enter delivery address below: Q No 2, Article Number (Dander from service label) Domestic Return Receipt 7 013 2250 0000 w. 70 -c2-OD0r9D 53 0 09355 3. Service Type CI Adult Signature 0 Adult Signature Restricted Delivery ❑ Certified Maly ❑ Certified Mail Restricted Delivery ❑ Collect on Delivery ❑ Colleot on Delivery Restricted Delivery insured Mall Insured Mail Restricted Delivery -'over (10 1. Article Addressed to: G5r' r s-\-" c(p Inauthri CooLitth)e))(nap \Ivey PO box Mc\ vchi'-i,tIS1X 1 biorl- 141 i i IIIIYIIII $590 9402 1875 6104 1934 72 2. Article Number (Transfer from service label) i GY MPLETE THIS SECTION ON DELIVERY &tod' Name) d Agent 0 Addressee C Da > f Delivery D. Is delivery address different from item 1? • Yes if YES, enter delivery address below: fl No 3. Service Type El Adult Signature ❑ Adult Signature Restricted Deltve ry ❑ Certified Mall® ❑ Certified Mali! Restricted Delivery Li Collect on Delivery O Collect on Delivery Restricted Delivery red Mall noel Mall Restricted Delivery 70 X250:0000 7020 091�� - - iennwrcurnTzulY2OWPSN 7530-02-0099053 e 0 Priority Mat Express® D Registered MSP © Registered Malt Restricted Mlivery 0 Return Receipt tar Merchandise O Signature Confirmation"' LI Signature Confirmation' Restricted Delivery Domestic Return Receipt SENDER: COMPLETE THIS SECTION • Cpr IpJatg tt+ ms 1 r 2, and 3. • Print your name adaddress on the reverse so that we can return the card to you. • Attach this card to the back of the mallplece, or on the front If space permits. 1. Article Addressed to: Wird3oR C&S L.4lir\ 3\ 5;€ g:Cnikft(2, CO limirj2-- C i In' i i 9590 9402 1875 6104 1935 26 2. Article Number (T ostlar from selvt'ce /BOO 7013 _ 2250 0000 7020 0973 r '3?Qriif 551 i y 2015 PSN 7530�Q2-O00-9053 -vheirk4t. II O Priority Mall Express® Registered Mali"1 0 Registered Mall Restricted Delivery ❑ ne Receipt for Mm erchandise © Signature Confirmation"' D Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY Q Agent ❑ Addressee 0. Date of ew elivery P. Is delivery address different from Item 1? 0 Yes if YES, enter delivery address below: 0 No 3. Service Type D Adult Signature ❑ Adult SignaturefieStrioted Delivery ❑ Certified Mali. O Certified Mali Restricted Delivery el Collect on Delivery ❑ Collect on Delivery Restricted Delivery 7 Insured Mall Insured Mete Restricted Dellvety lover 5500) SENDER: COMPLETE THIS SECTION ■ Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card toback of the mailpiece, or on the front if - permits. 1. Article Addressed t (ststatt<tcht 3555 3?\cek. t -avgark i GOSi kyThi CD 2)0 C225 min 9590 2 1875 6104 1935 33 2. Article Number (Transfer from service level) 7013 22=,5:9 :01:113:0r? 0 Priority Mail Express® ❑ Registered Mall", LI Registered Mail Restricted Delivery D Return Receipt fcr Muleteer, Ise ❑' Signature Conflmlationm 0 Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature Xent aki('asktn*etc('T- U Addressee B Received b D. is EiBliv ddress different from Item 1? ® Yes if YES, enter delivery address below: 10 No 3. Servicere In Adult Signature ❑ Adult Signature Re et Toted Delivery ❑ Certified Meier ❑ Certified Mall Reelected Delivery o Collecton Delivery O Collect on Delivery Restricted Delivery rtsured Mall g.7.448,„ teisu lgie stricter Delivery vac ter%i it elivery C Priority Mall Express® CJ Registered MaiITM O Registered Mall Restrtcted Delivery Q Return Receipt for Morchenclea © Signature Confirmation"" ❑ Signature Confirmation Restricted Delivery S Form 811, July 2015 PSN 7530-02-000-0053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION S Complete items 1,42,,and 3. �► Print your name and address on the reverse so that we can return the card to you. ® Attach this card to'ie back of the mailpiece, or on the front if space permits. 1. Article Addressed to; �Luo14e3� 1,1-1--- 6141)* thoi 3q11— WIndSufL Co cbo5sO i i 9590 9402 1875 6104 1934 10 0 2, 3 unbar(Transfer from service Rabe° 2250 0000 7020 09813 PS Form 3811, July 2015 PSN 753D-02-000-9053 COMPLETE THIS SECTION ON DELIVERY D+ Is delivery address different from item 1? Yes If YES enter delivery address below: No 3r Service Type E1 Adult Signature o Adult Sgn'turo Restricted Delivery ❑ CertIUed Mall® ❑ Certlfted Me11 Restricted Delivery 7 Collect on Delivery CI Collect on Delivery Restricted Delivery Insured Mall Insured M rill Restricted Delivery Cove r $50C) Ii Prloklty Mail Express® L�1 Registered MaTI"!, O Registered Mall Restricted Delivery LI Return Reculptior Mer c�handlso i Signature ContlrmetlonTh Q Signature Corr( lrmatlon ffeatrIcted Delivery Domestic Return Receipt ADVERTISEMENTS Affidavit of Publication PUBLIC NEE may Cie 8 A 301 Om terinial Vie, Milken, CO X43 970-587- T has filed an aMerrectment to their North La Poudni3 P1 M (MLRB 112) fix ConstnictiOn.MaterialsOpera- tion Reclamation Permit under proviSas of the Colored* Land Reclamation Act for the Extraction of Coistrudion Mates site is !laded north of the the La Paudre River The site Is within the northwest a! Section 19. To nthip 6 North, Range - 6 7 West of the 6111 Principal Meridian. The site is generally bounded on west by WCR 13 the north by Highway . and on the eist and south by the existing N. La Poudre Mine. The protectis located in Weld County. Colorado-. The purpose of this nq►eis to (mine to Site for gravel and reclaim tit as pasture to, original existing grades. The pro die of commencement is early Suthnier of 2017, and the proposed date of completion is Winter 2022. The pro- posed future use of the land is pasture. Additional inttrrnaticn and tentative decision dale may be ula- %knead from the Division of FleciamatiOn Mitring and .Safety. 1313 Sherman n Street Room 215. Cover, Colorado 80203. 6303,) 85 -356?. or at the Wet County Clerk to the Board 01 *tint/ Goinnfss 1S.:915 10th Sinpet. Gally. CO„ 970-X4-5550, or the above named appticant- Cornrnen must be in writing and must be received by the Divi- sion of Reclamation Minim and Safety by 4:00 pint on July 6th} 2017 ;(20111 day after the 4th publication) Please contact Andy Rodriguez with Oivil ReSOLlfORS at (303) 633-1416 ex. 202 if you have any questions 0 _comments re- garding this application. ceded to be published in the Greeley Tribune May 26, ,tune 2 6, 16. 2017, The Tribune May , June 2, g, 16, 2017 STATE OF COLORADO County of Weld, I Kelly Ash ss. of said County of Weld, being duly sworn, say that I am an advertising clerk of THE GREELEY TRIBUNE, that the same is a daily newspaper of general circulation and printed and published in the City of Greeley, in said county and state; that the notice or advertisement, of which the annexed is a true copy, has been published in said daily newspaper for consecutive (days) : that the notice was published in the regular and entire issue of every number of said newspaper during the period and time of publication of said notice, and in the newspaper proper and not in a supplement thereof; that the first publication of said notice was contained in the Twenti-Sixth day of May A.D. 2017 and the last publication thereof: in the is sue of said newspaper bearing the date of the Sixteenth day of June A.D. 2017 that said The Greeley Tribune has been published continuously and uninterruptedly during the period of at least six months next prior to the first issue thereof contained said notice or advertisement above referred to; that said newspaper has been admitted to the United States mails as second-class matter under the provisions of the Act of March 3,1879, or any amendments thereof; and that said newspaper is a daily newspaper duty qualified for publishing legal notices and advertisements within the meaning of the laws of the State of Colorado. May 26, June 2, 9 16, 2017 Total Charges: $218.28 16th of June2017 My Commission Expires 02/06/2021 i Notary Public Diane Fe McConkey NOTARY PUBLIC STATE OF COLORADO NOTARY T.) 20174M5580 ES FEBRUARY e :w�'rr►',t: WINDSOR EMAIL (DRIANAGE RELATED) Andy Rodriguez From: Sent: To: Subject: Attachments: Mark Johnson <mjohnson@BestwayConcrete.corn> Thursday, June 29, 2017 9:09 AM 'Andy Rodriguez' FW: BestWay drainage ditch BestWay. pdf From: Dennis Wagner [rnailto:dwagner@windsorgov.com] Sent: Thursday, June 29, 2017 8:59 AM To: Mark Johnson Subject: BestWay drainage ditch Mark, I recently observed water drainage in the ditch from State Highway 392 south to your property as highlighted by the red line on the attached map. Water was flowing as it should be. Let me know if you have any questions. Dennis L. Wagner, P.E. Director Town of Windsor I Engineering 301 Walnut Street I Windsor, CO 80550 Dir: r : 970-674-2406 I Off: 970-674-2400 I Fax: 970-686-2456 dwagner windsorgov.com www.windsorgov.com Follow Us www.windsorgov.com/socialmedia x Virus -free. www.avq.com 1 Hello