The URL can be used to link to this page

Browse Search

Home My WebLink About20150898.tiff Exhibit S Soils Report As shown on the soil survey map below, soil on the Pronghorn Compressor Station site is comprised of Valent sand, 0 to 3 percent slopes. Information on soils and their limitations came from the USDA, Weld County Soil Survey. On-site soil tests were conducted by Terracon Consultants Inc. (Soils Report attached). The foundations for the compressor facilities will be designed in accordance with the geotechnical engineer's recommendations. No particular geotechnical hazards are anticipated during the design and construction of the compressor station. Legend: 69 - Valont sand, 0 to 3 percent slopes 70 - Valent sand, 3 to 9 percent slopes a Sol Map—Wet Canty.Co areno,&outnem Psi • Q'ronghvn Corp etta Su Lco 1 sr .N111 /. . `1 . . „ •�• x/- - - 'A •, e , r .. x.T I I ' e 7 • ' ,t i .l p. f e• i , r t4.. .- •• w 4 - . I i . Jt I ;``—" • '• , � _ ., I L• . I c • S } .. ..a•. erwl• K. a ?Uµ VMS 1W A. tlf - 11.163 %Sl liars t e1 sritSs ,Lao lveereenA rpm iisvwins* i N 0 Se lm a S n R tirst //A rlaw1zW weIW-aa oTaar�ea WA.u11• tip to wn:.sr:34Zit a NaturaRewvon Web SolSurvey 91912114i Consoreaton Smote NlIMa4CoopYaWe Sol SUNG.? Pagel of 3 /NJ ) 1 kt,...., t:‘,1. \ 11 O \•• A i \ ( Ti;r.....\\...„: es_ S se � s te- ...� X 4686 i t� ,� $, Vt4 _...---e_ e_ lig)\_} 1.... ; NIC 6 rO 1 _ -o c C k \ '1) �- 1 O J c ` sa ,_S, .2. . Q i • Q \ \ r- \ S-ets', 1 r, a 11 f ) b� \ pry r 7.44%B r 1 ` N ,�� • 4573-V i: ,J , 11'8 ri r 1 NN, ye.•WI:rt nen a;as go aro sa / .)(\ ,'NN1 ,. / o , I ;IL , ‘.. , _ 1 i ( i3: c\i r_fiiis o1 , , ' / I (7 ,---\ 2 , _ � 1 I 1 ,,, , ,\.) i l VC ''L r.. r \ C r-N\ re) �.r--- 1 ' t, c 44 : .ii C _ f1N r ) b 1 �,�_Lla ��\ ('‘,/e-<2,b**s ic, 1 ) j im�.., 2") fm.::. • r r *4oeK\c-HP) \ CC rk-, \ V r� mot. j \ \\\ // \ ate_ 1 ? ta# __ `r.. --46 a r..„ _ y \\ �+'46ct.�e_- as :tsar2 �rr_a-sa n� •� b 457 . 5 .a• - ess...s�i� c0 \\ If i \ ---*.a--.1 - - %. N.,.., .1 age ‘ ( ( • �-�-_ + 1 ) :11 O -f ,N. O I o ( CQ C c--\._,. .,---- k\ ,.0 I R,.r., 2d* 1\\, . ... r �... .i v N.A? re) s‘, .) id r_ ?it:4:j. I 0 ti ---- . j--- -. :. . i 1 II -..\„„sl L 3 fp,/ \ ii, \\., I;( / sp EN.) I . 18 C'A0 ---_,/i*i / C-:\-\- r k &N.) j_heC\ '' K-.....„6-0 . fa\cla-N___,"\a,Ndrt 44,,,, \\SIN) \\,..., n \... N.L.‘ ) z / i ,,i- 1744"%, 1-)k. -- "-N.__ 0 i. . ic,.. H. i t..,.:: .,..\\ 0 c\-y N \` t p,_ / N -)1 "*" ,4C7:Ib \ % $:\\ ° ‘: \ tr o �, - �_ : P J 1. ~J ' � \" '` '+ 4536 \\1/4. 0" f f' ' 6M r ..C..>. `�� .4.4 ---r---'_ r":. e=--ia_�ax�e aas Si �l4Q ir ) 1 Q \ `, :)...v C. \A. 1 l Qa\-\11‘ se-N--. '..'” -'' - .' '\/ II 1 _ 0 ) zk., .t., k) 1/4):..,=, rii#41,:. 010; - . ' r d :—C 5 \\ \\)-- ) ( \ ? ? \ '' `,k-L-141 r .ti � ►lam :,' • /re-taic.�61V -tattler) \ • l'...... A / ./e) \,% ("--- ( ' ) 1 1 GU 2 ) <It .;4 i ( 1\it 4 it i 17 \. 1 t¢ s9d �,� . it ' 'r % \ 1 I i0P1\I 1 E TOPOGRAPHIC MAP IMAGE COURTESY OF THE U S GEOLOGICAL SURVEY QUADRANGLES INCLUDE. POINT OF ROCKS. CO (1/1/1951 ) and GREASEWOOD LAKE CO (111/1950) Project Manager: Project No. SITE LOCATION Exhibit JRM 21145010 1i Drawn by: JRM Scale: lerra co 1 :2a;000 Pronghorn 24-7 Booster Station Checked by: File Name: �_ EDB 1289 First Ave. Section 7, T5N, R61 W Approved by: Date: 14 Greeley, CO Weld County, CO EDB 5 (' s - • _ _ • _ . - . - _ -j• _ , ••I . • I t - _ • ..••a. I ' • he,. 4 . p,,‘ I` r.f.` IN • I • ♦ i• • r • P. f V 1 , ,1,+N • ,��•, .0s 'lrli&l ' H ,•• = Zeta' Ate,tir * . ' •1 �,�` ' • ` • I . • . • • . • . , •41.1.. • t +e 1 J • cieljl• ♦ \ + •y am{//`} J ••-AO A • •• 11 • Il ` ' ♦ C ` • _ • , •*AS 'L{ .• • /� ' • / • •.4 is�I •• `, J is r� • ! ' 1 ♦� -•• �• f /�'� � �' ,♦; �'1_ , li 1. •• .. a• .�i- • •'' I•- slit • . • 4 ••`• rj ■7 . • j y i •1.}' 1 ! '' _�`•\ .•. , - I , ! ^/V h `.��•'� ,` 4J•411( J,�; ,.47 � '�14 ,; A , \, Ittrlter��lea!I •f �•• ,,•�.�• '�� -,•1�• ,'• ,• C • • • '" • •' •• .4.4 i e.;, �:p1•��• 1�„••• I . 14 . ! 4,, , , v ►•. • • • . .r, _. •/ki• - I* 4;•-- .14 - • it 1 Y .. , 1e 14taYi Jy. :•, ;l' 4 f At lM.J�, 60 a • A '� it V^ }�`. .�.vr:• �7 'J'MIZ • ~ � •, , ■/ I- T`, , itE ; 1 " 'I - • - s, �+I 1,•.1 ,I +'S it � . , 1.' �..• •lt, f. }.. y _ ,r .+ I. , . .,- '. I{ • • S1 .f .C. • •• ' I • a' • . ''. •.• a�• . •R• h 1•.1 • • Nr . • . :' ' • - we y rs 1 , v • t C• $ • • • • ti, . „ •••• it.• •II% r IV •4 41 ...• -T. , : N E..: A.-......47 , , • , Sa .,,,, • • a• ' NI? 1.4 ' t . • 1 let l l i 1%k.'fi A , w, . Y• rg'$11 ,.. r . C 2314 Microsoft • ir '_ ,•.' • - _ • - � a DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS AERIAL PHOTOGRAPHY PROVIDED NOT INTENDED FOR CONSTRUCTION PURPOSES BY MICROSOFT BING MAPS Project Manager: Project No• EXPLORATION PLAN JRM 21145010 Exhibit Drawn by: Scale: erracon JRM AS SHOWN Checked by: File Name: Pronghorn 24-7 Booster Station A-2 EDB 1289 First Ave. Section 7, T5N, R61W Approved by: Date: Greeley, CO Weld County, CO EDB 5/6O4 BORING LOG NO. 1 Page 1 of 1 PROJECT: Pronghorn 24-7 Booster CLIENT: Bonanza Creek Energy, Inc. Station Evans, Colorado SITE: Section 7, T5N, R61W Weld County, Colorado ATTERBERG LOCATION See Exhibit A-2 J w LIMITS w z U Latitude: 40.40921' Longitude: -104.25416' _ -J O W H w z a F c > popQw z Q a wee a w w 2� Z LL-PL-PI v Approximate Surface Elev: 5190 (Ft.) +1- o < o Q o a DEPTH ELEVATION (Ft.) 0.5 VEGETATIVE LAYER, approximately 6 inches 5189.5+/- •1' POORLY GRADED SAND WITH SILT (SP-SMI, medium grained, light brown to reddish-brown, loose to medium dense a cD - 2-2-3 5 NP 10 M — N=5 w H Q C a w 4-4 7 NP 9 J 5 a 2 w I- a 0 z o P Q H w I- co 0 o 44 4 cc ° 10-- 0 z 0 o: a -- o_ O t1) N -J J w 0 z 6-10-13 8 Q 15 / N=23 z 15 5 51745+/- Boring Boring Terminated at 15.5 Feet w c9 H o! 0 a w a J Q Z 0 0 cc C w Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic a c a w cn Advancement Method: See Exhibit A-3 for description of field Notes: 9-- 4" diameter solid-stem auger procedures. O c See Appendix B for description of laboratory procedures and additional data (if any). o Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with soil cuttings upon completion. abbreviations. 0 WATER LEVEL OBSERVATIONS c� Boring Started: 4/21/2014 Boring Completed: 4/21/2014 No free water observed lierracon m Drill Rig: CME-850 Driller: Alex (Terracon) cn 1901 Sharp Point Drive, Suite C F Fort Collins, Colorado Project No.: 21145010 Exhibit: A-4 BORING LOG NO. 2 Page 1 of 1 PROJECT: Pronghorn 24-7 Booster CLIENT: Bonanza Creek Energy, Inc. Station Evans, Colorado SITE: Section 7, T5N, R61W Weld County, Colorado ATTERBERG (.9 LOCATION See Exhibit A-2 J w O _ -I. a o LIMITS w w It > O r cn cn z U Latitude: 40.409771° Longitude: -104.254796° Q W H ~.i w Z F a > o � Qw z Q a Wee a W w 2� Z LL-PL-PI Approximate Surface Elev: 5193 (Ft.) +1- o < Q a o a W DEPTH ELEVATION (FL) as VEGETATIVE LAYER, approximately 6 inches 5192.5+/- SILTY SAND (SMI, medium grained, light brown to reddish-brown, very loose to medium dense t a O T 2-2-2 6 N=4 0 a w 0-1 -1 5 N=2 5 a 2 w F- a O ' (a 8.0 5185+/- w / CLAYEY SAND (SC), with gravel, fine to coarse grained, light brown to w / light gray, medium dense 8 z o / 10.0 5183+1- 11-12-14 11 21-13-8 41 _ ! ` 10-- N=26 z SILTY SAND (SMI, medium grained, light brown to reddish-brown, o0 • medium dense — 0_ O in r w W ' 0 4 • ( . 7-11-13 4 15 N=24 2 15 5 5177.5+1-cn \\\ o Boring Terminated at 15.5 Feet w C7 I- o! 0 a w a J Q 2 C7 0 0 cc a w - �- Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic a c a w cn Advancement Method: See Exhibit A-3 for description of field Notes: 9-- 4" diameter solid-stem auger procedures. O c See Appendix B for description of laboratory procedures and additional data (if any). o Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with soil cuttings upon completion. abbreviations. cn 0 WATER LEVEL OBSERVATIONS 0 Boring Started: 5/2/2014 Boring Completed: 5/2/2014 No free water observed lierracon Rig:m Drill Ri CME-850 Driller: Dan (Terracon) cn 1901 Sharp Point Drive, Suite C F Fort Collins, Colorado Project No.: 21145010 Exhibit: A-5 BORING LOG NO. 3 Page 1 of 1 PROJECT: Pronghorn 24-7 Booster CLIENT: Bonanza Creek Energy, Inc. Station Evans, Colorado SITE: Section 7, T5N, R61W Weld County, Colorado ATTERBERG O LOCATION See Exhibit A-2 J w O _ w Z a o LIMITS w It > 0 r v7 cn z U Latitude: 40.409764` Longitude: -104.253453" Q W p. w z a F > � Qw z Q a wee d w w 2 Z LL-PL-PI Approximate Surface Elev: 5192 (Ft.) +1- o < o Q w 00 W DEPTH ELEVATION (FL) 0.5 VEGETATIVE LAYER, approximately 6 inches 5191.5+1- POORLY GRADED SAND WITH SILT (SP-SMI, medium grained. light brown to reddish-brown, loose to medium dense a —•c� • 2-2-2 5 M — N=4 H Q p -, a 2-4-6 a 5 N=10 3 NP 2 w I- a 0 z o P Q H w I- co 0 o cc 3-3-2 10-- N=5 3 z 0 o: a -- o_ O U) N J J w 0 z 8-9-11 10 Q 15 N=20 z 15 5 5176.54- Boring Terminated at 15.5 Feet w c9 H 0 a w J Q Z 0 0 cc LL O w Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic a c a w cn Advancement Method: See Exhibit A-3 for description of field Notes: 9-- 4" diameter solid-stem auger procedures. O c See Appendix B for description of laboratory procedures and additional data (if any). o Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with soil cuttings upon completion. abbreviations. cn 0 WATER LEVEL OBSERVATIONS 0 Boring Started: 5/2/2014 Boring Completed: 5/2/2014 No free water observed lierracon Rig:m Drill Ri CME-850 Driller: Dan (Terracon) cn 1901 Sharp Point Drive, Suite C F Fort Collins, Colorado Project No.: 21145010 Exhibit: A-6 BORING LOG NO. 4 Page 1 of 1 PROJECT: Pronghorn 24-7 Booster CLIENT: Bonanza Creek Energy, Inc. Station Evans, Colorado SITE: Section 7, T5N, R61W Weld County, Colorado (.9 LOCATION See Exhibit A-2 J 0) w ATTERBERO O ,_ w z a -.... LIMITS w LL > O r cn (/) Z U Latitude: 40.408668' Longitude: -104.254829" _ � < W WI- X Z H a F l > of Qw z Q a Wee a w w 2� Z LL-PL-PI v ct Approximate Surface Elev: 5194 (Ft.) +1- o < o Q a O a DEPTH ELEVATION (Ft.) 0.5 VEGETATIVE LAYER. approximately 6 inches 5193.5+/- SILTY SAND (SM), medium grained, light brown to reddish-brown, loose r tr.) a . X— T - _ 2-2 2 5 NP — N=4 w 0 - a L 3-2-2 6 5 5 N=4 a w I- a 0 - O . - Q I-- ix . - w . I- 0 : 8 _, v_ m 9.5 5184.5+/- 10-10-13 o• 7- • CLAYEY SAND WITH GRAVEL (SC), fine to coarse grained, light brown 1 N-23 5 to light gray. medium dense - 0 • o / — N f 0 W?-i 4 . ' 9-10-15 4 Q 15 . N=25 d155 5178.5+/- o Boring Terminated at 15.5 Feet in C7 F- cr 0 a w a J Q Z (.7 E. m 0 cc U- a w - i- Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic a c a w cn Advancement Method: See Exhibit A-3 for description of field Notes: 9-- 4" diameter solid-stem auger procedures. 0 c See Appendix B for description of laboratory > procedures and additional data (if any). I- O Abandonment Method: See Appendix C for explanation of symbols and Z Borings backfilled with soil cuttings upon completion. abbreviations. u) 0 o WATER LEVEL OBSERVATIONS 0 Boring Started: 5/2/2014 Boring Completed: 5/2/2014 Z No free water observed lierracon g m Drill Ri : CME-850 Driller: Dan (Terracon) cn 1901 Sharp Point Drive, Suite C F Fort Collins, Colorado Project No.: 21145010 Exhibit: A-7 BORING LOG NO. 5 Page 1 of 1 PROJECT: Pronghorn 24-7 Booster CLIENT: Bonanza Creek Energy, Inc. Station Evans, Colorado SITE: Section 7, T5N, R61W Weld County, Colorado ATTERBERG O LOCATION See Exhibit A-2 J w O _ -I. a o LIMITS w w It > O r v7 (/) z U Latitude: 40.408664` Longitude: -104.253462° WIT: W p. ~.i w Z F a � > o � Qw z Q a Lu ce a w w 2� Z LL-PL-PI Approximate Surface Elev: 5191 (Ft.) +1- o < o Q a o a DEPTH ELEVATION (FL) 0,5 VEGETATIVE LAYER. approximately 6 inches 5190.5+1- SILTY SAND (SM), medium grained, light brown to reddish-brown, very (15 loose to loose a O T 1 -1 -2 4 - N=3 o - a w ,- 2-2-2 5 N=4 7 a 2 w F- a o — . —1 w . v_ 8 - m • 5- -9 o �10.0 5181+1- N=17 8 NP 28 o / CLAYEY SAND WITH GRAVEL (SCI, fine to coarse grained, light brown 0 to light gray, medium dense a Ln v � — N J • 12-16-20 6 15 N=36 15.5 5175.54- cn o Boring Terminated at 15.5 Feet w F- o! 0 a w a J Q 2 0 0 cc a w - �- Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic a c a w cn Advancement Method: See Exhibit A-3 for description of field Notes: 9-- 4" diameter solid-stem auger procedures. O c See Appendix B for description of laboratory procedures and additional data (if any). o Abandonment Method: See Appendix C for explanation of symbols and Borings backfilled with soil cuttings upon completion. abbreviations. 0 WATER LEVEL OBSERVATIONS c� Boring Started: 5/2/2014 Boring Completed: 5/2/2014 No free water observed lierracon Rig:m Drill Ri CME-850 Driller: Dan (Terracon) cn 1901 Sharp Point Drive, Suite C F Fort Collins, Colorado Project No.: 21145010 Exhibit: A-8 GRAIN SIZE DISTRIBUTION ASTM D422 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 6 4 3 2 1.5 1 3/4 1/2 318 3 4 6 810 1416 30 40 50 60 100140 200 100 I I I I I tt__-+!_-44 ; I I u 95 • 41 • . 90 10 85 • 1 i • ' • 80 -- - - 20 75 • 60 '' 40 -o 1-. m I 55 1 o o 0m m -1 m 50 . .. . n 50 0 cp o N Z 45 - C • m g Z 40 - 60 W w 35 m_ I- a. I 52- 30 - i 70 1 z F 25 1 - ti . . . . d ujec 20 80 N 8 15 m aE .• O 10 . - 90 o 6 5 • a. 1 , 0 ; I I 0 100 10 1 0.1 0.01 0.00?0 in GRAIN SIZE IN MILLIMETERS N LI GRAVEL SAND COBBLES SILT OR CLAY Ili coarse fine coarse medium 1 fine N - -CO - 3 BORING ID DEPTH % COBBLES % GRAVEL % SAND % SILT % FINES % CLAY USCS 0 • 1 0.5 - 5 0.0 0.0 89.7 10.3 SP-SM I 1 4 - 5 0.0 0.0 91 .2 8.8 SP-SM o ♦ 2 9 - 10.5 0.0 0.0 i 58.8 41.2 SC til CC z I SIEVE PERCENT FINER SOIL DESCRIPTION 3 (size) • I A • POORLY GRADED SAND with o SILT(SP-SM) o • GRAIN SIZE 11'2p I POORLY GRADED SAND with LL • m - 3/4 , SILT(SP SM) 0 1/2" A CLAYEY SAND(SC) LIJ Deo 0.248 0.266 0.137 3/8" L Q #4 0.153 0.169 100.0 100.0 REMARKS a #10 99.99 100.0 98.75 N D10 0.08 #20 99.91 99.41 98.36 • o �� COEFFICIENTS #40 93.38 90.88 90.81 / #60 55.85 X Cc 1.27 1.34 #100 28.82 22.24 62.72 #200 10.3 8.82 41.18 o Cu 3.34 3.34 L Li, a PROJECT: Pronghorn 24-7 Booster Stationco PROJECT NUMBER: 21145010 I- U) LO SITE: Section 7, T5N, R61W Ierrac:c: r'i CLIENT: Bonanza Creek Energy, Inc. cc o Weld County, Colorado Evans, Colorado 0i- 1901 Sharp Point Drive, Suite C CO Fort Collins, Colorado EXHIBIT: B-2 Q J GRAIN SIZE DISTRIBUTION ASTM D422 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 6 4 3 2 1.5 1 3/4 1/2 3/8 3 6 810 1416 30 40 50 60 100140 200 100 I I I 1 11 I 1 u 95 90 • • 10 • 85 • 1 80 -- - - 20 75 • , . i , - • • 70 • _ . . - - - • - 30 60 '' 40 -o 1—. m I x O55 c) m -1 . . . . n m 50 50 0 o a O W45 - - wR ? m 70 g Z 40 60 co o L1.1 35 . . . m of _ I- a I 52- 30 _ 70 o 1 z F 25 - d ujec 20 80 N 8 15 . , I . m O 10 - - 90 X 6 5 cc 1 0 • II • o 100 10 1 0.1 0.01 o.o in GRAIN SIZE IN MILLIMETERS N LI GRAVEL SAND COBBLES SILT OR CLAY Ili coarse fine coarse medium 1 fine N - - - (A - 3 BORING ID I DEPTH - % COBBLES % GRAVEL % SAND % SILT % FINES % CLAY USCS a • 3 L 4 - 5.5 0.0 0.0 93.6 6.4 SPSIIII ® 4 I 4 - 5.5 5.5 ♦ 5 9 - 10.5 0.0 1.6 70.0 28.4 SM illCC z 1 SIEVE PERCENT FINER SOIL DESCRIPTION c? (size) • I A • POORLY GRADED SAND with ci oo GRAIN SIZE 1 11?" I SILT(SP-SM) 3/4" o ix • m 1/2" 100.0 A SILTY SAND(SM) ui D� 0.273 0.117 3/8" 99.27 Q D� 0.176 0.077 #4 100.0 98.42 REMARKS a #10 99.97 97.49 N D10 0.092 #20 99.83 97.13 • o COEFFICIENTS #40 90.58 95.15 #60 IX C� 1.25 #100 18.79 78.03 F #200 6.42 5.46 28.42 o Cu 2.97 L Li, a PROJECT: Pronghorn 24-7 Booster Stationco PROJECT NUMBER: 21145010 I- CO I- SITE: Section 7, T5N, R61W Ierrac:cr'l CLIENT: Bonanza Creek Energy, Inc. cc o Weld County, Colorado Evans, Colorado O 1901 Sharp Point Drive, Suite C m Fort Collins, Colorado EXHIBIT: B-3 .5 J MOISTURE-DENSITY RELATIONSHIP ASTM D698/D1557 135 ) \ 130 Source of Material 1 @ 0.5 ft ' Description of Material POORLY GRADED SAND with , SILT(SP-SM) 125 . I ' Remarks : 120 j I I Test Method ASTM D698 Method A 4A E-- 0 115 N 0 . O z . . CD 0 TEST RESULTS Q cc /7 Maximum Dry Density 111.2 PCF 1.i2 t 110 a Optimum Water Content 12.6 a )- o - Percent Fines 10.3 F- z w } 105 ATTERBERG LIMITS 0 0 co z LL PL PI cc 0 NP NP NP 0 100 . z 0 cc a . \ .. , 0 U, c 95 N , N J z , 0 I= . . 0 a 0 90 0 H . . 0 . a w a . . z 85 E. 0 . .. 2 . . . �9L 0 'o 0 �� w 80 - o, Q / s �(9 a O`_ . w • , \i'191.1 75 F 0 5 10 15 • 20 25 30 35 40 45 0 w WATER CONTENT, % a PROJECT: Pronghorn 24-7 Booster Station PROJECT NUMBER: 21145010 r- w >- SITE: Section 7, T5N, R61W Ierraccr'i CLIENT: Bonanza Creek Energy, Inc. cc o Weld County, Colorado Evans, Colorado 0 1901 Sharp Point Drive, Suite C - m Fort Collins, Colorado EXHIBIT: B-4 Q J Hello