The URL can be used to link to this page

Browse Search

Home My WebLink About20112491.tiff 1j RESOLUTION RE: APPROVE CANCELLATION AND RELEASE OF COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT#1677 - HIGH PLAINS DISPOSAL, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, by Resolution dated January 14, 2009, the Board approved Use by Special Review Permit#1677, for High Plains Disposal, Inc., 601 South Main Street, Suite 215, Grapevine, Texas 76051, for an Oil and Gas Support Facility (Class II — oilfield waste disposal facility) on the following described real estate, to wit: Lots A and B of Recorded Exemption #4049; being part of the NE1/4 of Section 24, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado, and WHEREAS, on February 1, 2010, the Board of County Commissioners of Weld County, Colorado, approved an Improvements Agreement According to Policy Regarding Collateral for Improvements (Public and Private) between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and High Plains Disposal, Inc.,with terms and conditions being as stated in said agreement,and accepted Performance Bond PRF08959471 from Fidelity and Deposit Company of Maryland, 1400 American Lane,Tower 1, 19th Floor, Schaumburg, Illinois 60196-5452, in the amount of$153,702.82, and WHEREAS, on September 8, 2010, the Board approved the partial release of collateral for the Improvements Agreement According to Policy Regarding Collateral and accepted replacement Maintenance Bond No. MNT08959471, drawn on Fidelity and Deposit Company of Maryland,to be retained for the one-year warranty period, reducing the amount of credit available for draw by Weld County to $23,055.42, and WHEREAS, staff from the Weld County Departments of Public Works and Planning Services have conducted a visual inspection and recommend the full release of said collateral, in the amount of$23,055.42.00. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that replacement Maintenance Bond No. MNT08959471, drawn on Fidelity and Deposit Company of Maryland, in the amount of $23,055.42 be, and hereby is, canceled and released. 11111111111111111111111111111 I I 11111111111 111111 3796741 10/05/2011 11:52A Weld County, CO 1 of 2 R 0.00 D 0.00 Steve Moreno Clerk& Recorder ce, Pw, PL /U1- // 2011-2491 PL1995 • CANCELLATION AND RELEASE OF COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT#1677- HIGH PLAINS DISPOSAL, INC. PAGE 2 BE IT FURTHER RESOLVED by the Board that the Clerk to the Board be, and hereby is, directed to return said collateral to the appropriate issuing party. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 21st day of September, A.D., 2011. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: A EXCUSED Barbara Kirkmeyer, Chair Weld County Clerk to the .ar 1561 �, �, '�' Sean P. n ay, Pro-Tem BY:Deputy Clerk to the Boar." , illiam F. Garcia AP E ORM: EXCUSED David E.E. Long C /� o y Attorney s 6e m Dug as adache Date of signature: 7/3a Int Itli1111\II\I\\IIIIIIII\IIIIIIIIII1111 lilt 3796741 1010512011 2 of 2 R 0.00 0 0.00 Steve Moreno Clerk 2011-2491 PL1995 MEMORANDUM TO: Clerk to the Board 1 8 6 I - 2 01 1 DATE: 9/15/2011 l r _ FROM: Richard Hastings, Public Works Department W E L DEC O T Y SUBJECT: BOCC Agenda Item: Final Release of Collateral High Plains Disposal, Inc. (PL1995, #2010-0228) USR-1677 Request for Final Release of Collateral: The Department of Public Works received a request from the applicant, John Stude/ Complete Production Services, Inc., requesting an inspection of the USR-1677 site in order to obtain the final release of collateral, for On-site Improvements and the Off-site Improvements to CR 32. The site is located on CR 32, between CR's 35 & 37, east of the Town of Platteville. Weld County Public Works Department performed a site inspection, at the above mentioned site, and observed the following: • All Public Works related items on Exhibit A, of the Improvements Agreement According To Policy Regarding Collateral For Improvements, Document # 2010-0228, have been completed and are found to be acceptable. Weld County Collateral List: High Plains Disposal, Inc. (PL1995, #2010-0228) 02/01/2010 Improvements Agreement - USR#1677 Performance and Payment Bond # PRF08959471 from Fidelity and Deposit Company of Maryland Expires 08/19/2010- 1 year guarantee period $153,702.82 Accepted Replacement bond 09/08/2010 -130,055.40 Bond expires 09/08/2011 (2010-2049) $23,055.42 Recommendation: The Departments of Public Works and Planning Services are recommending final release of collateral, as shown above from the Weld County Collateral List, in the amount of$23,055.42 pc:Don Carroll,Weld County Public Works Chris Gathman,Weld County Planning Services M:\PLANNING—DEVELOPMENT REVIEW\USR-Use by Special Review\USR-1677 High Plains Disposal\Pinal Collateral Release(High Plains Disposal,Inc.USR-1677)-MEMO.docx 2011-2491 Richard Hastings From: Stude,John[JStude@CompleteProduction.comj Sent: Wednesday,September 14, 2011 7:51 AM To: Richard Hastings Subject: release of bonds Attachments: Letter to CPS USR 1665.pdf; Letter to CPS USR 1677.pdf Dear Mr. Hastings, High Plains Disposal, Inc. currently has two maintenance bonds in place as collateral for improvements(private road maintenance) as follows: - PL 1986,#2009-1267, Improvements Agreement—USR# 1665, High Plains Disposal Facility, Kersey, Performance and Payment Bond# PRF08958838, amount of$35,600.59 - PL 1995,#2010-0228, Improvements Agreement—USR# 1677, High Plains Disposal Facility, Platteville, Performance and Payment Bond#PRF08959471, amount of$23,055.42 I have attached two letters from Daniel Hull with Lamp Rynearson &Associates certifying that each respective site has been completed in substantial compliance with the approved drawings. Therefore,we respectfully request that Weld County release both of the above noted bonds. Best regards, John Stude VP - Corporate Development-Rockies Complete Production Services, Inc. 3770 Puritan Way, Suite E Frederick, CO 80516 direct- 303-654-9226 fax - 303-857-1406 mobile - 303-842-5792 jstude@completeproduction.com 1 J � L September 13, 2011 LAMP RYNEARSON & ASSOCIATES ENGINEERS I SURVEYORS I PUNIERS Mr. John Stude 4715 Innovation Drive,Suite 100 Vice President, Corporate Development-Rockies Fort Collins,Colorado 80525 Complete Production Services, Inc. [PI 970.226.0342 .0879 3770 Puritan Way, Suite E www.LRA-Inc.com www.LRA-Inc.com Frederick, Colorado 80516 RE: Release of Collateral High Plains Disposal Facility, Platteville Weld County USR 1677 Dear Mr. Stude, As a registered Professional Engineer in the State of Colorado and in accordance with Section 5.3(c) of the Bylaws and Rules of the State Board of Licensure for Architects, Professional Engineers and Professional Land Surveyors, I evaluated the following portions of USR 1677. 1. ALTA (as-built) 2. Geotechnical Testing Results My evaluation did not include making regular on-site inspections during the course of construction. Based on the information provided to me for the evaluation and general field observations that were made throughout the project, it is my professional opinion that the improvements, as defined in Exhibit A - Cost Sheet(OFF-SITE)for offsite improvements and Exhibit A - Cost Sheet(ON-SITE) for on-site improvements recorded in Weld County, Colorado at Reception #3675286 on February 10, 2010, have been installed and are in substantial compliance with the approved drawings. Sincerely, LAMP, RYNEARSON & ASSOCIATES, INC. ek 39387I Daniel D. Hull, PE 4 Senior Project M• ddhfz enclosures Leaving a Legacy of Enduring improvements to Our Communities- PURPOSE STATEMENT ENGINEERS SURVEYORS PLANNERS • EXHIBIT A-Cost Sheet(OFF-SITE) Name of S■bdivldap,Pt1D,CSR,RE,spR: High Plains Disposal Weld Site Min eCtuep, USR-1677 Location:I7754•iJCR 32 Personnel Content:Name Pndv QI91tT1nhan Thlesasoar Phone A17-n17_7yp0 Mea nt re be rent&Mead the undnt.e,tdalkitar aWe&s nru wpndes Nraaefoefs4 rrctlfw r rfdloidpt hnppnngatn Improvements (OFF-SITE) (Craw spaces blank where they do not apply) Oumaty !fags link Cost"Ifl Fdiimetud Coaswellon Cectin Site Grading 1 LS 13.100.00 S%trn m Street Grading 860 SY $1)S $1�5(J5.tI1 Street Base Edge Mill Butt Joint 113 Sy 195 44 ,R74 • 77 Street Paving 69fi cv $30 61_ $21,717,60 Curbs,Gutters,and Culverts 24e FEs 2 FA $7171 01 0110 CO Sidewalk Starmw ter/Dralnage Faetlllles Retention I Detention Ponds Road Culvert Y411 118 LF $50.10 $4 900 in Grass Lined Swale 15lieFS t EA Ditch Improvements $160.00 $150.00 SuhsurlkeeDrainage Rfprwt Sanitary Sewers/Sewage Facilities Sanitary Sewer Forced Main Erosion Control MeasaresMallos Laterals(house or building connected) Water Supply and Storage Water Mains(includes bore) Fire Hydrants Surveys Street Monrotenls/Eoses Parking Area Street Lighting Street Names Sigamge&Pavement Marking 2 Eli $977 79 $ildd old Fencing Requirements • 1 I C $6Q9 QQ $609.00 Landscaping Sealing t LS $3,500-03 13,F00 CO Park Improvements Telephone Cu Electric Water Transfer 5Ca•TOTALe S'�,E •i4+$101.e +I isce.76 Waiving and Sepsrvhlen Casts$ 3.114.81 (7.5%1 (Teslinp,Inspeetloa,album pleas and work in addition to predlminsry and final phi;aupervMon of actualconatruellon by contractors) TOTAL ESTIMATED COST OF IMPROVEMENTS AND SCPERVISION $ 44.645.57 I1111011111111111111III!11811!III!II111111IIIIlia 3675266 02/1012010 12:25P Weld County, CO 16 of 19 R 0.00 D 0.00 Slave Moreno Clerk&Recorder EXHIBIT A-Cost Sheet(ON-SITE) Sameofsebdtruloa,PUD,tSR,Re.sYa: High Plains Disposal Weld Site #paag,mp, BR-1677 Landow 17754 VCR 32 Personnel Coated:Name Art/ CUMinohan Tito Omar Phone 817-917-7240 nmradkq r.Ise WIN;Mint tkeernderaq edA,wnmrken6y amps 10'trade Mnwrkoal MithcatNMv Mowing lev r..wn,nR Improvements (ON-SITE) (Leave spaces blank where they do not apply) (laantlts ;.;ilia Unl(gosts(SI Estimated Construction room Site Grading Street Grading Street Base j,106 SY $11.30 $35,097.80 Street paving i,221 SY $10.60 t17,30? 60 _ Curbs,Gutters,and Culverts Sidewalk Stormwater/Drainago Facilities . Retention I Detention Ponds Road Culvert Gran Lined Swale wrap 2 EA $875.00 $1.750.00 Diichlmprovements 12„ fPP 74,4 LF $22,w $1,636.80 Substrate Drainage 15' etc is I F %' m 1a? m Sanitary SewerysewegeFatuities t>;a rs $140 CO $150.00 Sanitary Sewer Forced Male �n FES 1 1 _y (125.00 8775 lYl Erosion Control Measurra&BMP'a Laterals(house or building connected) Water Supply and Storage Water Mains(includes bore) Fire Hydrants Survey,Street Monuments/Boses Parking Area 18 9/ ;:28.80 g+/194-40 Street Lighting Street Names Mgnege&Pavement Meriting Fencing Requirements Landscapingswirling iS KA)CC $2n,r0.n3 Park Improvements Telephone Gas Electric Water Transfer SUBTOTAL; :ti�;:'. , 4:111MPlitit Engineering and Supenlsien Cocos 7,W8.65 (7.5X) (Vesting,Wpettica,as-6eill pions and work in addition to preliminary and final plat;aopemkion of actual c,nrtrueaeo by mntncton) TOTA iSTIMATED COST OF IMPROVEMENTS A.ND SUPERVISION S 109.057,25 111111 11111111 01 111 i 110111111111111111111101111 3676286 02110/2010 12:25P Weld County, CO 14 of 19 H 0.00 D 0.00 Steve Moreno Clerk& Recorder o / / _ _ r NCNN (NCNB § e ! § i0 o ) zzz zzzzzzz — wkss » , 2 „ » , J2J . CO` Ce :• 2 _ _in u, , _ _ _ _ _ _ } \ gh \ o CO , \ \ m w = w = a = \ = to 11 k ( m ) § -- : _ _ _ I- 2f ° _ en a) ) \ RF * a > 2 f ema = = � N- W IX , � 2 - $ 0 � ± � \ = J LU / G5 " - ~ CC rrr ,- Name .- .- ob § 7 / § o Ze a = , emu ; u < ee ; Zrtea . . 000COMCOCONN o S5 r § ) : 2 ) ) ,- ,- ,- � ,- ,- _ < -i zCeCC k k• ! \ , - - Z r , rmanm U 0 Li- 0 Li 0 » CC \) 6 ( \ \ .C q ■ o oa ; S ; � a 2 a j } / § § J ` 6.° ' 2k {\ § § ( .. \ \ \ k \ \ / / \ / 0 o ° ° � ( § \ \ \ § F / < ! tO I / R2 ( § k3 § A , G3 ± 2 a % f % ) ( 2 ° § § § w 6-49 ; ; ; aaaa ! * a j § # M2c ° A 22 , E = = = \ < ww < \ ) " , , � o No) , ma) , Z -J O ¢ce p n z N N N N N N NNNNNN H O W 0 O z a c IS ZZZZZZ ZZZZZZ 2 0 LL CO s O a 2 2 2 2 2 2 2 22 2 2 2 rG J O < N a W d lf) lf) LID In U) l() to CO 10 III I.0 LO F Q m H K a 0 O O O O 0) 0) 0) 0) 0) 0) 0) O W LLo {O a 0 J N K O u z y U n 2V H O Y e: o w 0 w H A A A A A A A J W m y W co in K a N W CI' W CO c00 0 CO 0) 00) O0) 00) CO0 0) 0 _ Q = Wm V V V V V V O a O a LL N LL O Li 0 J = a) e O N N d' H A A A A N w z CO 0 0 N � 0 r f� n V CO W m J .C o ¢ z N 05 Lci M r oo r co co r m �' N U 0 A 0 V V v v 0 N a > o 0 v W I- 0 2 i 0 O V V O I-- CO M N N V O W M M 0 D0 o O W N N OO IC O 0 (O N Z ` r T� W a 0 0 or 0 O 0 N D I- > a 3 F W m N ~ Z ' 0 000 O O 2 H Lc) - O 0 I co(O N O I-- N Or rt Q Q a a N M O O V CO CO I.0 O co O W 0 O (O N N O H W O r N N 0 N N N N N N N M 0 (7 r w r r r r r r < —I Z CC c >' z . 0 Cl) < 0000000 o 0 0 0 0 0 0 Z r W Wu-LL LL LL LL LL LL LL LL LL LL LL LL W r Jm Q w LL O J W LL LL O m _ d' m Q N z 0 8 O G ii co_a a f0 000A o 0) OD O 0 t co J 0 o m c' cO O W U N = Z (0 0- j a a r n '0 O m' Q OU Oo Ht. m `o o z o re N d O N V CO N r E L T U F- ZCU Co q cp cp o f uN uN *N u ut� uv1 y/ O M N d W O ~ U 0 v O o D O N N N N N Ul O a 0 m Y QF (n 111 ZQ 3 v W W D m a) a) a) a�i N 't O rn U'LL 2' F- O 1 Wz re 7 K (O O) Z . Z m m m m m m U_' 0 H W Z O m >- W O Lu w 0) 00) 00) o_ o_ 0 0 0 0 0 0 0 Z Wpor O H o w m m (° (° °° °° O r 0 0 0 0 2 J W r in- Ch Cr) rn rn 2,-)- < 0 0 0 0 0 0 U_ W Q 2 2 re Z ED DD 7 Z I— _ _ W p CO~ H (O z r N co V IO co N- co O rN r N 0 ¢ F— F— 2 2 0 r2 H r r Z - O Q F= Ce n W Z N N N N N N N N N N N N N Z w 0 0 Z H m SS OW z p Z Z Z Z Z_ Z Z_ _Z Z ZZZZ_ = O a LL co j (W) a 2 2 2 2 27 p O a w d LO LO N LO LO U) LO LO in in LO LO U) g m eq N LU a ° 0) 0) CD CD CD W 0) °)to • °) O) 0 0 W re JO n m O T F.- O I = z 2 , w o w a z oH. _ N J W m W W O) H K a O^) W 00) O) 0) W 00) O 0°)) m o o 0)) % K O x O Q - a 0 r N 0 O. LL (.0 LL O w O J = a`) d N > M 0) a H W CD O) O N CO CO n r 0o I"- V 0 CO ill N U _I 3 z CO to co O) O) ao ao r--: N: (O W a0 N.: (it n 00 N d U 0 V W F F O Z 2 to- U) O O) co N W N CO U) U) CD CO CO W p M M ° D O 0 0 r r r O W O M N 6 0 0 0) re Z co r Cr W CL r r r N N r r r r r r r r D I— } 0 I— W m fn r Z a W to - ' a U O Y 0 Z ~ N- V co v U) (O N- V co (O U) V (O 2 W a W < N Si ° D O U O) 0) f� N N dp O M N O W 00 Q U N m w 3 a N N N CO CO N CO CO M N N N N Z 0 O Z w cc r r r r r r r r r r r r r r } z I— �O No a iv N N 00OOO OOOO Z r l i LL W LL LL LL LL LL LL W r Wo O W U- 0 J W LL LL O 0) m m < o -o -0 a w z v 0 a a a °' c� am c •c c) a m c a) r Z Q O LL U V .3-3 T p 0 O O -° J ] � J fA (A U co N 2 f) m n a a Li a a n U f l °° N 0 E E > > o E Q G) a@ o z _n n a _a a O m' < O oo O O U) o o a ° ° O O o 0 tit L >:U z + + + + + cp d d� oc + + + + Q V U M W O F O ai N N N W r U U U 8 CO LO N- CO SQ W 0 N O Y F (n w Z Q Q Q Q Q Q Q Q Q (� rn C7 Ce F o Z w D ai o (~n (n z z (~n (~n (i CO O U 0 H W o 0) 0) 0 rn rn 0 0 0 o) O W O W (n (/J J W W 0 0 0 0 0 O O O O O O O O Z Z O WQ a' O ° O W (O (O Co (O (D (O (O (O Q ~ J H 6 a) rn a) rn m m m m 6 rn rn 6 Z C. M E > W r = H W - _ N U) o N CO V N CO n co co O (C',) M O U ¢ w w 2 '( O O F Z N N N N N N N N CO M M M t`') z § § r nnrmm § § O zzzzz §— � cc- § ) 2 „ 22 ) $ ; ^ ° o it I III , _ _ _ _ _ uj -I 10 f § k ) �ch j I-c O 16 :`II cc ci_ _ _ _ _ _ —II co $ fN CO -173 § \ m (Nrr = = I1 { \ 9 { - § \ + + + w » » F-O 00V LU LU re ) � CO, w \ \ 2 \ mr ( mr / GL ( § / ) § § C' u_• 2eCQ S3 § ~ \ 2 ( 2 : Q ) ) / Pi cei 22 < -I zctce / ` , > \ \ $ $ 3523 ill 03 Z o ~ w u- 0 w U. U- 0 it 6ca .c CZ j \cn j7 _ 15 \ �o « " 'tomcat o 0 / � � � � � e . � — — — -Ti— ° { 2 : p \ W ° \ \ \ � 2U ! & ) ) / 5zuj g y2 , By , 0 0 = e w z a § CC § g $ = = = , 2 e < Ik „ e , a> , , , , z # 2 § g § J w ) / \ / / \ ( § lmmRmm ; § / mmrNN § ! CI 0 ill O 0 cc § \ 2222 § §LI ) J ; ^ ` 0 La la La to _ _ _ _ k ( \ / \ W0) ) \ mmmmm glkB « en ) \ \ CL O � I- I co 2fm = § . al % 7 § § 22 % 23 G0- > 00v . - 2 U.! ) ® ro, � u. / / � \ rr , .- I- Gm 000 § S ) _ - e 2Wp E § � H ai Ni ci co OI \ ) 2 § " , $ § \ ) m � � ra « CCCC 0 7 ! /z > w u) 0w ; _ � W E IL » cc Z \ \ D = o , ; O CDmom 4 = ® k � � , 22 § ] o@ E 2a § } § § § ) ® © © ` t < � G ; ; 0 a20 2 ) }\ § § ( .. 0 � ; 2 _ , CC $ n W $ T § t \ t U ; G a ) I-- M z 3 § N „ 3 o = Ciaab- Z ew° OO1- O» @ / 2 2 c ± § L2 , I � ° � � _ _ , z 2 , 2g § / e ) \) ) \ \ \ \ ) „ ; 7 & z § § _ _ _ � � 1.0 la / ; 7zzzzz co co - ! 2 , , 225 § ) J ; ^ CO` 0 ce a- LO LO t13 LO ill 2000 _ _ a) a) , § 5 - § \ ila on CO^ © o. CI la Z c § ) in I.0 I.0 in to0000 _ a) a) 20o.u. k ) _I2 $ ) m = ] _ § [ e = = rg � 2 / \ fr / § + 4w � » I- E « oOv al w a N-• a a a a , j ( t r o / ® _ 000 2 § § o - e _, p k § 2 ( \ G2 § " / � § ! ) ) r r r rr r « zCLCt . I- } ! \ 22222 Cl) © } ® ) ) ) i kk al °- & S w E U. � kt z a0 0 { tJ « ® 2 # moon q ® oU - 22 # � � C CO B0 0a ca< § § ktEc o u ` - ® 5 § � $ lj +� G ( ( .. § / � / \ w \ / � o bm $ ] @ee � z - - - - - - t O / G a ) R n z E D g — — N- 0 0 O I- § S & E ) k \ \ \ \ \ \ \ k = c o 2 # 2M � e „ ooe 22 , ED = = \ 1.0W ) ! ■ » > « 2 = g / § ` ° ° ° ! 0 » \ § \ } | ~ ` f ° § :0 _ _ _ _ S § B = . z H _ _ @ ) en \ � �• tij cr. } Lij 0.)< � $ ,CC ii _ _ _ _ -JI 2a § = k _ ! { r4 f0 � ) k CO \ \ F.- o. ) _ v 0 � 0 r- CON CO - 2 z � C) N \ \ Q C - / GL § A2 000 ] § § 0 - 2 ! ! w@gj O o S3 § " / 7 § $ : 6 \ ) } E< -I We » § ! / # k & » : aiee ; ` Z _ 0 w U. 0 IX ! \ } \ \ \ 0 am CO\0 ® � 0 o � ® � 72o \ \ CO- / }\ ( / ( . \ CO'cis •cis \ ■ u e = al z % U ) / ) 2R § % ( / § ` EN` II 2 o m » / ( 2I0o , .. ow < w a5 e3 e3 a � \ ( / � ) � § co< � < ) e I- 0 e ( 2 2 0 2 2 O cc c n w 2 N N N N N N N N N N N N N N N N N N N w O 0 Z C31O Z C C C C C C C C C C C C C C C C C C C F a _ _ 222 . 22222 7 O V O K a in to in l0 1n in Ln in in in in Ln in l0 n in in i LO in i g .4 N N (n ww W a M W o c) m O) o o O> O) O) W 01 01 O co aI O T O W O f m U i_ O �) e = 2 N V g n 'V y X = 0 A w W o, co N N E U Q O O O O O O O O O O O n (O n n (O M N W 0 C W a 3- C7 W 2 coO O W (A (P (P W W O O = Q _ Q - V) o N o a w N d O _ 0 J = au D w Co o cc �- 0 .� N a U CD Ln F W co O O M O co O co LO (A co n 0 tO co ill 0 it9 J C V M f� 3 Z IC CA CO N co al O CP O on n n C� CD W W Cn CA nJ m U o 0 y d SOO W F 0 2 = LL I---. O CO a CD W Ln r CO CO CO CO O N CO CO n ct .- W p M M O U O M N M N N V N N N O O m CO of nJ ap O Z CO n >- w a r N N N N N N N N N N '- N r r r r r N 7 Fj: 0 r CC 3 I- 00000 O W Y O Z = N CO V r CO. O CA CO N N NI' CP O CO O N LO CO Cr) 2 L F Lit W ce N M O D 7 U Ln N Ni M Ln Ln Ni N: CA or or O W Q 0 U 0 > § N C) W 3 CL N M M M CO M CO CO 0" CO CO N N N N N M N in CC `Z a Q z W WW 3 r• Z 0 o e 0 o F 3 z r n > O U co LO Ln V V V V' M M CO Cr) N N N N ° ° CCD L ° LL W r W m Z J - O w 0 J W LL LL O } re Q N Z LIE— a lA a m ® JOo O m al n a a a a n a n n a O a a 1] Sj - a 0 In U rV) O c o 0 0 `o 4,5 "6 '6 `o a o o `o `o V J O CO LL C C (it) C C C p C p C p C O C C p C O C p a) p C 0 w a g CO c z 3 g 8 3 o g 8 8 8 3 8 8 8 0 0 m < O °o F- Li,M 3 z CO z z z LO z z w o z z z n z z z s U o ` �' E CO N ~ Z } 11J o 0 0 0 0 o o Z O o `o o O o o O L O m CO TD o Y a—i ui z Z 3 z z Z z z ui z z Z z z Z 3n z z 't O 2 rn U' W H 5 z w D N v Co Co CO i� i� Co N CO a Co r i� 0 C� O �_ J w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z O W } o F F Lo Lo fo fo (o !o 'co- (p (O Lo N N N 'Co to <o Lo Lo O F, < CC) N N N N N N N N N N N N N N N N N NN Q 2 O p W 0 w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U W Q D O D DOD ZW H = H W X- M ® N o n (o O `Dr " M N CO n W (P O N M 7 112 W < ow W W Q Q d O W Z in in in O CO CO co (O CD (O (O (O (O n n n n n 0 F I- 2 2 0 2 /z / „ r _ § ! IN ti) f / k \ O ( § § § § / ) q ® ~ ` » m § , _ _ « UJ d } B = m _ - _ , \ \ k ) m U on cn j \ r � _ —Ij , 0 � ~ _ S ® Z9@ en Tr w ; ) 9 „ � gu = g � r ! Zrr I- ) _ ! CO � CD LO O 0 - LINI Ce ) - co r ® \ ) Grrrr GL § b § ) / § 2 � p ° k % n § 5c > ; " ^ O) ` _ Z• o 0ww q ! ®LL ) § § § ›.- i- ` ; > j \ $ $ 5 $ o ` w u- w U. 0 -o & Ei < § \) , o - - r � ® \ § S § - ,_ 00 £ 8 ° U) � \ \ \ \ 0 © § / \\ § § u ez kd � \ / \ 2a § \ ) k } \ \ \ j 0 0 = e W Z § 7 § o j \ 0 0 0 2 = cam , Obc _ j2 # „ E z # % [ § / g / e w & 8@ # # E § § w N N N d ee , � o � Northern Moisture Density Relationship Colorado Geotech 2956 29th Street,Unit 21 Greeley,Colorado 80631 Phone:(970)506-9244 Fax:(970)506-9242 Client: Macrum Building Systems Project: Hi Plains Disposal Site#2 - Platteville Project No: c069-09 Location: WCR 32 Sample: Curve#1 Test Method: D698 A Description of Material: Dark Brown Silty Sand Max Dry Density 117.0 Optimum Moisture 11.0% MOISTURE-DENSITY DETERMINATION 120 - 119 118 117 116 115 - >- 114 z 113 p 112 K 111 0 110 109 108 107 - 106 105 5 6 7 8 9 10 11 12 13 14 15 16 MOISTURE CONTENT Reviewed by: Doug Leafgren, P.G. President Northern Moisture Density Relationship Colorado Geotech 2956 29th Street,Unit 21 Greeley,Colorado 80631 Phone:(970)506-9244 Fax:(970)506-9242 Client: Macrum Building Systems Project: Hi Plains Disposal Site#2 -Platteville Project No: c069-09 Location: WCR 32 Sample: Curve#2 Test Method: D698 B Description of Material: Dark Brown Silty Sand Max Dry Density 123.0 Optimum Moisture 9.0% MOISTURE-DENSITY DETERMINATION 124 122 1207.e \ >- (7) 118 re 116 - G 114 112 - 110 3 4 5 6 7 8 9 10 11 12 13 14 15 MOISTURE CONTENT Reviewed by: Doug Leafgren, P.G. President Northern Moisture Density Relationship Colorado Geotech 2956 29th Street,Unit 21 Greeley,Colorado 80631 Phone:(970)506.9244 Fax:(970)506-9242 Client: Macrum Building Systems Project: Hi Plains Disposal Site#2 -Platteville Project No: c069-09 Location: WCR 32 Sample: Curve#3 Test Method: D698 B Description of Material: Structural Fill Max Dry Density 133.0 Optimum Moisture 7.0% MOISTURE-DENSITY DETERMINATION 134 132 130 z 128 W tea' 126 G 124 122 120 0 5 10 15 MOISTURE CONTENT Reviewed by: Doug Leafgren, P.G. President Northern Moisture Density Relationship CoGeo ech 2956 29th Street,Unit 21 Greeley,Colorado 80631 Phone:(970)506.9244 Fax:(970)506-9242 Client: Macrum Building Systems Project: Hi Plains Disposal Site#2 -Platl Project No: c069-09 Location: WCR 32 Sample: Curve#4 Test Method: D698 C Description of Material: Base Course Max Dry Density 136.0 Optimum Moisture 7.5% MOISTURE-DENSITY DETERMINATION 139 - 137 - 135 >- 133 ce a 131 - 129 - 127 125 0 5 10 15 MOISTURE CONTENT Reviewed by: Doug Leafgren, P.G. President SUMMARY OF ASPHALT TEST RESULTS Northern Colorado Geotech 2956 29th Street,Unit 21 Greeley,Colorado 80631 Phone: (970)506-9244 Fax: (970)506.9242 Client: Macrum Building Systems Project: High Plains#2- Platteville Project No. c069-09 Date Sampled: October 16, 2009 Sample Location: Accel/decel lane— 75'west of entrance Supplier: Hall Irwin Material: Grading SG ASPHALT EXTRACTION ASPHALT CONTENT SPECIFICATION 4.33% 4.5 ± 0.3% GRADATION OF EXTRACTED AGGREGATE SIEVE SIZE PERCENT PASSING (%) SPECIFICATION 1 1/2" 100 100 1" 96 90- 100 3/4" 88 1/2" 76 -- 3/8" 70 -- No. 4 54 -- No. 8 43 19—45 No. 16 32 -- No. 30 20 -- No. 50 14 -- No. 100 9 -- No. 200 5.1 1 -7 PAVEMENT DESIGN REPORT HIGH PLAINS DISPOSAL SITE NO. 2 WELD COUNTY ROAD 32 IMPROVEMENTS PLATTEVILLE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. c069-09 September 15, 2009 Prepared for: Macrum Building Systems 916 38th Avenue Court Greeley, Colorado 80634 Attn: Robert Coon tsiL Northern Colorado Geotech 2956 29th Street, Unit 21 Greeley,Colorado 80631 Phone: (970)506-9244 Fax: (970)506-9242 Northern Colorado Geotech September 15, 2009 2956 29th Street,unit 21 Greeley,Colorado 80631 Phone: (970)506-9244 Fax: (970)506-9242 Macrum Building Systems 916 38th Avenue Court Greeley, Colorado 80634 Attn: Robert Coon Re: Pavement Design Report Weld County Road 32 Improvements Northern Colorado Geotech Project No. c069-09 Northern Colorado Geotech has completed a subsurface exploration for the proposed improvements to Weld County Road 32 at the High Plains Disposal Site No. 2 east of Platteville, Colorado. The subsurface soils at the site consisted of silty sand to depths of 10 feet. The results of our field exploration and laboratory testing indicate that the soils are non-expansive and should provide a relatively stable subgrade for the proposed roadway improvements. If you have any questions concerning this report or any of our consulting services, please do not hesitate to contact us. Sincerely, NORTHERN COLORADO GEOTECH Prepared by: Doug Leafgren, P.G. President Reviewed by: Gary G. Weeks, P.E. Vice President Copies to: Addressee (3) TABLE OF CONTENTS Page No. Letter of Transmittal ii SCOPE 1 SITE CONDITIONS 1 PROPOSED CONSTRUCTION 1 SITE EXPLORATION 1 Laboratory Testing 2 SUBSURFACE CONDITIONS 2 Soil Conditions 2 Groundwater Conditions 2 Field and Laboratory Test Results 3 DESIGN RECOMMENDATIONS 3 Pavement Design and Construction 3 General Earthwork 4 Site Preparation 4 Fill Materials and Placement 5 GENERAL COMMENTS 6 ATTACHMENTS Boring Location Plan Logs of Borings Laboratory Test Results PAVEMENT DESIGN REPORT HIGH PLAINS DISPOSAL SITE NO. 2 WELD COUNTY ROAD 32 IMPROVEMENTS PLATTEVILLE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. c069-09 SEPTEMBER 15, 2009 SCOPE This report contains the results of our geotechnical engineering exploration for the proposed improvements to Weld County Road 32 east of Platteville, Colorado. This report includes descriptions of, and geotechnical engineering recommendations relative to: • subsurface soil conditions • groundwater conditions • pavement design and construction • earthwork The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. SITE CONDITIONS The site is currently vegetated with weeds and grasses. Surface drainage is good to the east. The High Plains Disposal Site No. 2 is located along the southern side of Weld County Road 32, west of Road 37 near Platteville, Colorado. It is our understanding that Weld County Road 32 will be widened to accommodate trucks turning into and exiting the facility. PROPOSED CONSTRUCTION As we understand it, the project will consist of adding a tapered lane along the southern side of Weld County Road 32. The lane will extend approximately 350 feet on either side of the entrance to the High Plains Disposal site. SITE EXPLORATION A total of two test borings were drilled on September 4, 2009. The borings were drilled to approximate depths of 10 feet at the locations shown on the Site Plan, Figure 1. All borings were advanced with a truck-mounted drilling rig, utilizing 4-inch diameter solid stem augers. Macrum Building Systems Weld County Road 32 Improvements Northern Colorado Geotech Project No.c069.09 The borings were located in the field by pacing from property lines and/or existing site features. The accuracy of boring locations should only be assumed to the level implied by the methods used. Lithologic logs of each boring were recorded by an engineering geologist during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving split-spoon samplers. Bulk samples of subsurface materials were obtained from anticipated fill soil areas. Standard penetration measurements were recorded while driving a split-spoon sampler into the subsurface materials. The standard penetration test is a useful index in estimating the density of the materials encountered. Groundwater conditions were evaluated in each boring at the time of subsurface exploration. Laboratory Testing The samples retrieved during the subsurface exploration were returned to our laboratory for observation by the project manager. The soils were classified in general accordance with the Unified Soil Classification System. At that time, the field descriptions were confirmed or modified and an applicable laboratory testing program was formulated. Boring logs were prepared and are attached with this report. Laboratory tests were conducted on selected samples and are presented on the boring logs and attached laboratory test sheets. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. Selected samples were tested for the following engineering properties: • Water Content • Atterberg Limits • R-Value • Percent Fines SUBSURFACE CONDITIONS Soil Conditions Soils at the site generally consisted of silty sand to depths of 10 feet. Summary boring logs are attached with this report. Groundwater Conditions Groundwater was not observed in any test boring at the time of field exploration. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of other 2 Macrum Building Systems Weld County Road 32 Improvements Northern Colorado Geotech Project No.c069-09 times, or at other locations. Groundwater conditions can be expected to fluctuate with varying seasonal and weather conditions, and other factors. Field and Laboratory Test Results Field test results indicate that the sand soils vary from loose to medium dense in relative density. Laboratory test results indicate that the soils are non-expansive and should provide a relatively stable subgrade for the roadway improvements. DESIGN RECOMMENDATIONS Pavement Design and Construction The design of pavements for the project has been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials(AASHTO). Traffic criteria estimated by Lamp Rynearson included equivalent single axel loads (ESAL's) of 1,900,000 for Weld County Road 32. Local drainage characteristics of proposed pavement areas are considered to vary from fair to good depending upon location on the site. For purposes of this design analysis, fair drainage characteristics are considered to control the design. These characteristics, coupled with the approximate duration of saturated subgrade conditions, results in a design drainage coefficient of 1.0 when applying the AASHTO criteria for design. For flexible pavement design, a terminal serviceability index of 2.5 was utilized along with an inherent reliability of 80% and a design life of 20 years. Using the correlated design R-value of 40, appropriate ESAL/day, environmental criteria and other factors, the structural numbers (SN) of the pavement sections were determined on the basis of the 1993 ASHTO design equation. Recommended Pavement Thicknesses(Inches) Traffic Area Alternative Asphalt Aggregate Plant-Mixed Portland Concrete Base Course Bituminous Cement Surface Base Concrete Total WCR 32 A 6 13% 19% Improvements Aggregate base course should consist of a blend of sand and gravel which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. 3 Macrum Building Systems Weld County Road 32 Improvements Northern Colorado Geotech Project No.c069-09 Aggregate base course should be placed in lifts not exceeding six inches and should be compacted to a minimum of 95% Modified Proctor Density(ASTM D1557). Asphalt concrete and/or plant-mixed bituminous base course should be composed of a mixture of aggregate, filler and additives, if required, and approved bituminous material. The bituminous base and/or asphalt concrete should conform to approved mix designs stating the Superpave properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in plant-mixed bituminous base course and/or asphalt concrete should meet particular gradations. Material meeting Colorado Department of Transportation Grading S or SX specification is recommended for asphalt concrete. Aggregate meeting Colorado Department of Transportation Grading G specifications is recommended for plant-mixed bituminous base course. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3-inch lifts and should be compacted to a minimum of 92% maximum theoretical specific gravity. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively stable. However, the stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. When unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. General Earthwork All earthwork on the project should be observed and evaluated by Northern Colorado Geotech. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. Site Preparation Strip and remove existing vegetation, debris, and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions which could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after completion of grading operations. 4 Macrum Building Systems Weld County Road 32 Improvements Northern Colorado Geotech Project No.c069-09 If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. Fill Materials and Placement All exposed areas which will receive fill should be scarified to a minimum depth of eight inches, conditioned to near optimum moisture content, and compacted. The placement of soils on the site should be observed by Northern Colorado Geotech. The fill should be assessed for suitability of use in the proposed fill and tested for placement including compaction percentage and moisture content. Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Recommended compaction criteria for engineered fill materials are as follows: Clean on-site soils or approved imported materials may be used as fill material Imported soils (if required) should conform to the following: Percent fines by weight Gradation (ASTM C136) 6" 100 3" 70-100 No. 4 Sieve 50-100 No. 200 Sieve 35 (max) • Liquid Limit 30 (max) • Plasticity Index 5 (max) 5 Macrum Building Systems Weld County Road 32 Improvements Northern Colorado Geotech Project No.c069-09 Minimum Percent Material (ASTM D698) Scarified subgrade soils 95 On-site or imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. GENERAL COMMENTS The analysis and recommendations presented in this report are based upon data obtained from borings performed to obtain representative subsurface conditions at the site. Variations in the soil between borings will occur. Northern Colorado Geotech should be present during construction to observe the excavation and construction procedures and confirm or modify our recommendations. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site. This report has been prepared in accordance with generally accepted geotechnical engineering practices in this area at this time. No warranties, either express or implied, are intended or made. 6 « # ! K | a : , ! � 2 ® ! | ! I ! 0.Oro 0 92 §fEee o to;a« q ° q= at,,� 2§ §§§ R) 2 !■■ o m B§ §°2 )� «\\ 2 !!n. / 2 � � 0 & § S § ACCESS DRIVE TOHIGH PLAINS DISP 7a SITE#2 § @ 2 \ §§ §§ || §\ LOG OF BORING No. 7 Sheet 1 of CLIENT ARCHITECT/ENGINEER Macrum Building Systems SITE High Plains Disposal Site#2 PROJECT Platteville, Colorado Weld County Road 32 Improvements SAMPLES TESTS xx _ K o O Wz F N Z> W (7) Z0 lb gZLL _ = to W ≥0 D z zn - 2 0- _ ¢ CO W QW y O Oa ONU 0 0 mz z H oa Do o'3w 6"TOPSOIL .• 4 5 1 SS 18 7 'F 0.5 YTY SILTY SAND Tan,dry to moist, loose 2 GRAB 30 NV/NP/19 Composite Sample @ 0.5'-4.0' • 7 3 SS 12 5 5 8 4 SS 12 5 10.0 10 BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 9/4/09 FINISHED 9/4/09 WL None W.D. Colorado Geotech DRILL co. Drilling Eng DRILL RIG CME-55 2956 29th Street,Unit 21 LOGGED BY DML APPROVED DML Greeley,Colorado 80631 Phone: 970506-9244 Hole Filled in After Boring NCG PROJECT NO. 069-09 Fax: 970-506-9242 LOG OF BORING No. 2 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Macrum Building Systems SITE High Plains Disposal Site#2 PROJECT Platteville,Colorado Weld County Road 32 Improvements SAMPLES TESTS O w a w J H tV z J W V) z U IL' WO z lLL w o< J 7 W a 0- a- m W OC N O Z W O� Q �o z k ? 2 L- (21 On D c9 o mz z ?6"TOPSOIL LL`i 4 1 SS 18 10 0.5 4. SILTY SAND Tan,dry to moist, loose • • • 8 2 SS 12 6 5 10 3 SS 12 5 10.0 10 BOTTOM OF BORING WATER LEVEL OBSERVATIONS Northern STARTED 9/4/09 FINISHED 9/4/09 Colorado wL None W.D. Geotech DRILL CO. Drilling Eng DRILL RIG CME-55 2956 29th Street,Unit 21 LOGGED BY DML APPROVED DML r? Greeley,Colorado 80631 Phone: 970-506-9244 8 Hale Filled in After Boring Fax: 970-506-9242 NCG PROJECT NO. 069-09 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Doug Leafgren Flexible Structural Design Module Weld County Road 32 Improvements Flexible Structural Design 18-kip ESALs Over Initial Performance Period 1,900,000 Initial Serviceability 4.5 Terminal Serviceability 2.5 Reliability Level 80% Overall Standard Deviation 0.4 Roadbed Soil Resilient Modulus 9,550 psi Stage Construction 1 Calculated Design Structural Number 3.14 in Specified Layer Design Struct Drain Coef. Coef. Thickness Width Calculated Laver Material Description (MI at) (Di)(in) SN(in) 1 Asphalt 0.44 1 6 - 2.64 2 Base Course 0.12 1 13.5 - 1.62 Total - - - 19.50 - 4.26 Page 1 RESISTANCE R-VALUE & EXPANSION PRESSURE OF COMPACTED SOIL -ASTM D2844 PROJECT: High Plains- Platteville PROJECT NO. 1095024B LOCATION: Platteville, Colorado DATE Sep-09 MATERIAL DESCRIPTION: Silty Sand (SM) SAMPLE LOCATION: Sample Delivered to EEC on 9/10/09 LIQUID LIMIT: NL I PLASTICITY INDEX: NP I %PASSING#200: 19 R-VALUE LABORATORY TEST RESULTS TEST SPECIMEN NO. 1 2 3 COMPACTION PRESSURE(PSI) 260 260 350 DENSITY(PCF) 120.9 121.8 123.2 MOISTURE CONTENT(%) 12.1 11.0 10.5 EXPANSION PRESSURE(PSI) 0.00 0.00 0.00 HORIZONTAL PRESSURE @ 160 PSI 39 32 26 SAMPLE HEIGHT(INCHES) 2.52 2.47 2.51 EXUDATION PRESSURE (PSI) 185.1 340.9 507.7 UNCORRECTED R-VALUE 62.5 69.0 75.1 CORRECTED R-VALUE 62.5 69.0 75.1 R-VALUE @ 300 PSI EXUDATION PRESSURE= 67 RESILIENT MODULUS, PSI = 22,953 100 - 90 80 70 60 50 40 30 20 10 0 - 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 Exudation Pressure, PSF IZBS•989(0L6)1.9 F i IOS-989(OL6)uaooyd -- _ slsos o3'wiaaa]w « A c o uo !os to and na 3 3 105'A,M NVLItlM OLLf b K C i R '-t g �N S�IOA�AZIfI a`J[�i '�059 :j om s�Na3s W anaoaa 3lnd!!w *r _ 7 1 i I S N ,.v ,,,, smm,,. A3Aafls 31la ONV1 WS3V/V1lV i, —4"` i 1 1zi liI � i I,i I z y .I I"59i i J9 ii9=l ii i i a..i.-�T. lillgiV4lifilil E 5 i1:2..1119‘. x II 11111'14114 r !;, : iJ[i aI �_ '_ 'ii = j}ia 1, 1i =1 ii !;i .„ y IS 1 .Pill,1;liaill �r i=i unto.., ii ti I ji,i1 , , 1;1, p iJd= olioiiii i' 1'1 !jj ;i i1 a xi=;'Iii;izy=! r. Isa I } 11��i 1; il� le aii I, WW1; is 1, ;I_II" ;!IiEs1al it lii gl ai al'ill-11-,[11.-11 111 gar x..4 .., 464 gi? Illrrr... ASS g.if �+ i!} Ili } } ii! cl i l i ! `� z.8 i '_. }!t 1 jit } iy i =g g 5 it t ±fg i1 -. ■ al ' I - t i8 i i i ! e (tom a c I iii igg)'d i }i t ii ,1 i t . !y Ail _ 4 i, •! i' its ii i i i i d ` 0.� 'c-5' , =1i 1 iii ,l is! 4 ,i, _# 7 al i, is -, , ,i ' h 11 !. 'f i 1 i i , Z "w i i !'ti' ,' .` }i q O i; : }i }i a 9 ti, iv ( !J i ,J ii i' ? : t • g $ t`, C O I i Its 1 {ll i5 E, 2 i} ti' It ' 11 it s t ii :. I le!'.i Ig If 'I- i a i i a D i ,7 ,i $ t iI - i i= if `s li i ,i. Ii ix '1'•g.1y1 i al } 1,r 1- illk Ii2ill!All' la II I i i i i i i pi$ u 63 II t } jp � {{H offff} ff� } [4"' ;i11 ,, i i= 1! g1!ta =# ,. #1„ Q i I i � l iinIL � iil '!IIIjfflØ }i@ 'O y, ,lil !p, 11 • III It ii 1 li =" } 1'g f 1.. i', E `a }. ` :�•i ylitai_ f• i`11 11(I: 1 i� i+t �.0 � a a = i t3 1 5i +-:it; _°I lilt e t t� „.} r t; ,x ;i a 41 �1 ;k II ZI dt g 4 ,e 1 i , ,q , ' t it t I 11 ,;}il �Af` ai is�= 1 �] I,= a is 61` `!= if d' i ! i, d fa } 1 : H1 1 to si; 111'1 ja i t ii sta i a' ,'i��i aid 1= &ill 41 .i= i f el =�i#iii f Itti i ! �i. I, 111 1 1�� 1 `iiiiil ` 3 °ii af. izt } 3 =;IC ]ii₹ } S 1 it. i li;i # fd iii1,Pil 1 11H Ii i 1i i i R ,� 11 a dig 1 1Z85189(0L6)103 I l 105.989(0L6):004c1 91302 03'IUia30361 . 3 aura 38,38 L3( O OLL[ �. 6 \ -- -— 'DM'53JNM)S IbLL3f1003Id 3131d110J 8 ,,I ,1 05508°Pulloa'3osPN.dA 1 aeP4�P0-9 a 059 !!, ao4 a a n DNj`S2IDAHAU11S`JNI}j '`�v � _ A3Aans 3llu ONVI VSOY/vflY A 1i I tr _ E��--141 i S 3E i� 4. ra#.88k ! ..i 11! 111 ill s 1 lglitt ;33a =r Et Qg all �13ia �a is a Iii 3llii ` r....i il II i AL diatIA (J111 \`` g II �9� `l _,\ i �C Alia " l I "yam �` -\-___--' R jA f;�-� ; ,,N eat L ....(...41-4.-44"\::::-....`,. 'All A.:45. I�1.1 _fit`:`\ \ V III {¢R p ' I I iiiI,1 1 ,I4 t_ . \'s. Iiite ii in r,/ Y ,till i I3 -� \ Ni4 ''') i 1 ; M i ' 41 I s s ,, 1 o M ' C 3 W ,II 1 �, \\ 0 n `!1' i I� \\ F I/ // i illif'IligE �r ~� r e iiy3p Q i \ w t.,,,, l .f• 38 I / E V , iii ill I L� t '.4, ,i. i a s �,, , I1H 1 , ill nl W . . I S Q II I Llild .lao 1 c 11 �NI ! .4-� - l I ,OO rY \ \\ \1 a 1 I r- OO Iill 1 41 i hi OO, 1ts ..\ \ /')/ hi\ - �, ik ` a i ' i' l OO-j \ / 1 i I` • i IX I / '--a:-_, 1 • 4181 ! I ' II 1 • 1 ( l -,:t\___ F _ir --i- 1 _ ,_ 7--- , ,I K _ — t _ ++ +sm. o,Z3, .00,4 1 < T- I�i 5 I /, Xq ASB I f P4I a 1 II I.4 III°Ili 11 i I �i A 1 ills iii I 1861 - 2011 CLERK TO THE BOARD PHONE (970) 336 (970) Ext. 4227 FAX: (970) 352-0242 .` P. O. BOX 758 W E L D__.,C O U N T Y GREELEY, COLORADO 80632 October 3, 2011 Attn: John Stude Vice President, Corporate Development-Rockies Complete Production Services, Inc 3770 Puritan Way, Suite E Frederick, Colorado 80516 RE: Cancellation and release of Collateral for High Plains Disposal, USR #1677 Mr Stude; On September 21, 2011, the Board of County Commissioners approved the cancellation and release of collateral for High Plains Disposal, Inc, USR #1677, in the amount of $23,055.42 as referenced above, from Fidelity and Deposit Company of Maryland. Enclosed is a copy of the Resolution signed by the Board of County Commissioners. If you would like to receive a recorded copy of the resolution, please contact the Recording Department at Weld County Government. The replacement Maintenance Bond No. MNT08959471 for$23,055.42, has been returned to Fidelity and Deposit Company of Maryland, 1400 American Lane, Tower 1, 19th Floor, Schaumburg, Illinois 60196-5452. If you have questions or need additional information, please do not hesitate to contact me at(970) 356-4000, Extension 4227. Very truly yours, BOARD OF COUNTY COMMISSIONERS By. Donna J. B hler Deputy Clerk to the Board 1861 - 2011 CLERK TO THE BOARD PHONE (970) 336-7215, Ext. 4227 i FAX: (970) 352-0242 . P. O. BOX 758 W E L DEC O U N T Y GREELEY, COLORADO 80632 October 3, 2011 Fidelity and Deposit Company of Maryland 1400 American Lane, Tower 1, 19th Floor Schaumburg, Illinois 60196-5452 RE: Cancellation and release of Collateral — High Plains Disposal, USR #1677 To Whom it May Concern: Attached hereto please find the Board of County Commissioners Resolution releasing the collateral for High Plains Disposal, Inc., USR #1677, in the amount of $23,055.42, and the replacement Maintenance Bond #MNT08959471, from you for $23,055.42. If you would like a recorded copy of the Resolution, you can contact the Recording Department of the Clerk and Recorder's Office with Weld County Government. If you have questions or need additional information, please do not hesitate to contact me at (970) 356-4000, Extension 4227. Very truly yours, BOARD OF COUNTY COMMISSIONERS By: Donna J. B chler, Deputy Clerk to the Board te'6),P. � we c/ e 11 i1 No MAINTENANCE BOND deA• y co°oryeasec°ge, v Bond. No. MNT08959471 Amount $23 055 o��ss s Know All Men By These Presents the That we, High Plains Disposal, Inc., (hereinafter called the Principal), as Principal, and '3°a - Fidelity and Deposit Company of Maryland, Schaumburg, IL, a corporation duly organized under the laws of the State of Maryland, (hereinafter called the Surety), as Surety, are held and firmly bound unto the Board of Weld County Commissioners, (hereinafter called the Obligee), in the sum of Twenty three thousand fifty five and 42/100 Dollars ($23,055.42), for the payment of which we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Sealed with our seals and dated this 2nd day of September, A.D. two thousand and 10. Whereas the said Principal has heretofore entered into a contract with said Obligee dated the 25th day of May, 2009, for USR-1677 On & Off Site Road Improvements; and Whereas, the said Principal is required to guarantee the work listed above installed under said contract, against all defects in materials or workmanship, which may develop during the period. Now, therefore, the condition of this obligation is such, that if the principal shall faithfully carry out and perform the said guarantee, and shall, on due notice, repair and make good at its own expense any and all defects in materials or workmanship in the said work which may develop during the period One year from date of completion and acceptance or shall pay over, make good and reimburse to the said Obligee all loss and damage which said Obligee may sustain by reason of failure or default of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. High Plains Disposal,Inc. By IL- r` ,2,X, Fidelity and eposit Co pany of Maryland By Tobin Tuck r, Attorney-in-Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,corporations of the S aryland,by THEODORE G.MARTINEZ,Vice President, and GERALD F. HALEY,Assista opt 4!T suance of authority granted by Article VI, Section 2,of the By-Laws of said Companies, "'.n ti side hereof and are hereby certified to be in full force and effect on the date her h6mi ('91 k + •ppoint Tracy TUCKER,Tobin TUCKER,W.Lawrence B D .R',1!:. 0.`'`' rth,Texas, EACH its true and lawful agent and Attorney-in-Fact,to �y-4C c nd v 7 ., . its behalf as surety,and as its act and deed: any and all bonds and un !� 7i '' o ndependent Executors,Community Survivors and Community Guar'• t' k.he�xec . or undertakings in pursuance of these presents,shall be as binding upon said Companii' a r� tents and purposes, as if they had been duly executed and acknowledged by the regularly electedte€fh mpany at its office in Baltimore,Md.,in their own proper persons. This power of attorney revokes that ti's on behalf of Tracy TUCKER,Tobin TUCKER,W. Lawrence BROWN,dated October 11, 2004. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,this 20th day of April,A.D.2009. Al LEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY '^o was, Wwgy.4 ror„Q •••• O -. SEAL • ,,pyfiwaAoir By: Gerald F. Haley Assistant Secretary Theodore G. Martinez State of Maryland l ss: City of Baltimore J On this 20th day of April, A.D. 2009, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came THEODORE G. MARTINEZ, Vice President, and GERALD F. HALEY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Companies aforesaid,and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ,`�Up111gt,� r��r.":•cpa /��:iii Maria D. Adamski Notan'Public My Commission Expires: July 8, 2011 P0A-F 168-2829 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2.The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the respective By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 2nd day of September 2010 Assistant Secretary Fo D Fidelity and Deposit Companies Home Office: 3910 Keswick Road Baltimore,MD 21211 IMPORTANT NOTICE To obtain information or make a complaint: You may call the Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich American Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-654-5155 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial American Casualty and Surety Company. If the dispute is not resolved,you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. S8543f(TX)(08/01) U.S. Postal Service., m CERTIFIED MAIL., RECEIPT H (Domestic Mail Only;No Insurance Coverage Provided) F 'deliverylnlormed nvisit u+wereite at www.us•s.c•m,e O N trl Pastege $ m O Certified Fee H(/ i/ O !/ O Return Receipt Fee Po art, (Endorsement Required) a-' Reelected Delivery Fee (Endorsement rcted iRequired) N ca� Total Postage a Fees $ O ant o s(. , ' -.47 'fermi "1zad aPo Box City,sore, il IPe4,a 4/ I/ /. // PS Form 3900.June 2001 See Reverse for Instructions rZ%.11V,iII Ilo9.._r ]!OtJ Of:DEL,vi 111' • Complete items 1,2,and 3.Also complete A. Signature Rem 4 If Restricted Delivery is desired. _ X �ti.ireu �C•Mcq o AgentAddressee ■ Print your name and address on the reverse so that we can return the card to you. El. Received by1 ainted Name) C.Date of Delivery ▪ Attach this card to the back of the maliplece, .tNOREW PIETKA or on the front if space permits. D. Is delivery address dMerwn from Item 11 O Yes 1. Article Addressed to: If YES,enter delivery address below: O No gide'�>b (5;71 �DIAryk 'OCT 12 2611 /100 ,%r/can Zit Art /9.2 Type Sc iaurithuf 72 6=1/96--5-4(.-V '.Fortified a1, O Express Mall Registered O Return Receipt for Merchandise ❑ insured Mall Cl C.O.D. 4. Restricted Delivery!(E.vta Fee) O Yes 2• AdldeNumber 7004 2890 0003 5709 9133 (TrrmuAr Bum service label) PS Fain 3811,February 2004 Domestic Rabin Receipt 10259502.1-1540 Hello