The URL can be used to link to this page

Browse Search

Home My WebLink About20184059.tiff EXHIBIT INVENTORY CONTROL SHEET Case USR18-0103 - DJ SOUTH GATHERING, LLC Exhibit Submitted By Description A. Planning Commission Resolution of Recommendation B. Planning Commission Summary of Hearing (Minutes dated 12/4/2018) C. Planning Services PowerPoint Presentation Rodney Baugmgartner, Ditch Operator Henrylyn D. Irrigation District Letter of Support (dated 12/10/2018) Right-of-Way Use/Access Permit Application (received E. Applicant 12/14/2018) Application for Floodplain Development Permit F. Applicant (received 12/14/2018) G. Applicant PowerPoint Presentation (received 12/18/2018) H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. 2018-4059 1 1 _ _ _ , _ - 4 ti 03N lI 03N 4, 66 W l" a WCR 30 w'GR 30 64 W icc 3is EXHIBIT I WCR28 j 031 i 165W Clt 1 xs i ti v i uSK1 %— Cif03 WCR28 - - - - J WCR24 - _ _ — 02N AL 64 Wcf' , iI wrCR22 I WCR22 WCR 22 WCR 22 - r I r • 1- G'� 1 (4) , 2N I I C' I I CC �; O '^ w I 1 I U N w -R20 - - - - - - - - - - - - - - - - I' - - - h �,T I i -#- hrr , ) 3W I x 1 M 1 Q `I I in 1 � I VZ l I 1 I 1 I I 1 1 CC !Y WCR 1 $ U ,L. _ - - ` •-� i - 1 1— YtgC 18 VYGR 18 WCR 1 $ - - - 'cf) iIMMO 1 , M -o1 , y'' WCR1f .5 i +'' i en ccell sk DC -- Le -; WCR is ll°- - vl - - 7fi U el O w WCR 16 ( t—,--Jr-: _ } s Il') ; ? � I ICD 1 1 � I CO I !r1 I ,� twoVI' 0 — WCR 14 W 14 — — . 1- _ _ _ J cc 1 ( sr Ansa '59 • 52%).se -. (-) i I in r. - - - - F — d 52 ' ' ' 52 52� X52~ 1 X52 r-. - - - m-,`-- - : -"ta 2, .,_-=,.52 _52,r`-- 522 "-t 1 `i 1 y� 1 I l '�" '� I .'7 I 1 I I I I ti� I I U .�, WCR 10 I i y�Y CR 10 I S _r� V'rCR 1 © V 1 I I I _ . 1 - - - - Li- - - - - - - - - - mil- - - - - - - - - - - - - - - - "�- - - - -# - - - - - 8- ,- - - - - - - WCR I 1 I 1 4D ( y I 1 CI to D ni � Cr° f U U I CC I I 1 1 63 W ;.m� I ' 1 >�� w Lu U • WCR8 a• WCRB I • � - - - j 1 - - - ICR81 - - - - - •� L - - - T - - r � CR $ 1 > 1 z uj u I 'F I 1 I I QI I � I r. 1 (� 1I L � � Er 1 1 1 � 1 1 I Ulti � ; � 1 MI I of WCRB I _ U1 I� t w � 1 'I U WGR $ I - - 1 - - WGRB _ _ ! _ 1 - I Irl -r - - - - _Lui - Q I to I I I 1 I 1 n`r1 1 O I �t f I- ' w I I I I cn I I Cal DTs' I I > � 3'wYGR4I WCR 4 _ WGR4 - - 1 - - - - - - - - - - -{ � � � � 'W_ R4 i MI I. I1 I r U I t.') I I �-� r` 1 ��,,•�� Li- = at 1 I I 1 o V'r CR 2 1 1 T9 1Y 1 ;rW M - I I 1 ' I I T 1 ..R � F ; - cc wGR2 WGR2 IAJCR2 - 1 4 t- - - - J --_ EX BIT 7-) Henrylyn Irrigation District 29490 County Road 14, Keenesburg, CO, 80643 December 10, 2018 DJ South Gathering, LLC Devon Dageford 1600 Broadway Suite 2400 Denver CO, 80202 Weld County Planning Department Re : Letter acknowledging Right of Way, Easements and Licenses Agreement are in process Mr. Dageford, Please use this letter in support of your Matador Pipeline Use by Special Review submittal package. This letter affirms that DJ South Gathering, LLC is working diligently with Henrylyn Irrigation District to secure a Right of Way, Easements and License Agreement for the Jim No . 2 Lateral and Denver Hudson Canal. If there are any questions, please contact me at 303 - 902 - 5235 . Best Re Rodney Ba mgartner Ditch 0 ator Henryly rrigation District EXHIBIT 2 lSiN • a. ' TOWN OF HUDSON • ,l,r, .• % REGIlrl' s OF- WAY USE/ ACCESS PERMIT APPIJIC+ A " ION The applicant hereby requests permission to perform the described work in a public right-of-way of the Town of Hudson . All work shall be accomplished in accordance with Article 5 of Chapter 11 and Article 9 of Chapter 16 of the Town of Hudson Municipal ( 'ode. Type of Permit Requested : A f' t' t . t ( ' ANT: DJ South Gathering,LLC do Patrick R McMurry M ;{ ilill Address : Broadway , ante 2_400 X Bore Denver, Colorado 80202 Street Cut _ _- _.Access ( Municipal Code 16- 148) Contact person ( If different ) : Pat McMut'ry Sidewalk Cut 405-697-0863 yej. Trench Phone : � aLmcntun erbrtticJslrsant cur ri Othc r Hn+o untkr (:k 16 ROW tor Ws Crude Oa Pump CONTRACTOR : TBD (description ) Mailing Address : Phone : Fax : Work Site location and limits: Brief description of the work to be accomplished under this permit. Attach details and drawings as necessary . The plan is to Bore a 1G' Cnnle oil pipeline known as the (Matador Pipelino), under the County Road 1G built roadway and current ROW. a minimum of 10' under the ROW (Please see attached Protect Narrative for more information) Project (quantity : 1 Pipeline ( units): 120 Liii. I t . Sq. Ft. Sq . Yd . _Cu . Ft. Cu . Yd . Total Estimated Cost of Installation : $ 17 , 524 . 80 (Labor & Materials not including facility) Proposed Start Date : 2/ 1 /19 Proposed Completion Date: 4/1 /19 Street Closure Intbrmation : (Check all that apply) Applicant is requesting the closure of a street during construction . ( A traffic detour plan is required) X Street will not be closed during construction. A pedestrian detour is required . ( Detour pan must be submitted for review and approval ) Party responsible for restoration of any disturbed arca within the Town right-of-way: _ X Applicant will restore the disturbed work area to Town Standards Applicant requests that the Town restore the work area and agrees to remit the additional permit fee of 200% of estimated restoration costs to th • Town , Note: No restoration fees shall he required/hr a public right-q/-waypermit ► hich does not include exc'a on. Applicant Signature : _ - Date: 1 _ AeZ4g.. Applicant Name ( Printed ) dAfr / "Title : _ Permit Approved by : Date : lL•/ / 1 / 20 'B FOR OFFICE USE ONLY : Permit tla & _ !) ate Received : t Z /I �le � ' ees : Rec ' d . by : ._ r—. I 'age I of 2 Town of Hudson, Right-of-Way Use/Access Permit Conditions : 1 . All work shall be in conformance to the Town of Hudson' s Standards and Specifications, approved construction, and traffic control plans. 2. All paving shall conform to the Standards and Specifications for Road and Bridge Construction, Colorado Department of Transportation, 1999 Edition or as amended. 3 . Prior to digging, please call Utility Notification Center of Colorado (811 ) 4. The contractor is required to schedule a proof rolling of sub-grade prior to installation of sub-base, asphalt or concrete pavement material . 5 . The applicant will be required to schedule a final inspection as outlined on this permit. Failure to complete the final inspection and correct any discrepancies within 30 days of the completion date as shown above will result in forfeiture of the applicant' s deposit and a revocation of the permit. 6. The applicant shall carry and maintain in full effect at all times commercial general liability insurance, including broad form property damage, completed operations contractual liability, explosion hazard, collapse hazard, underground property damage hazard, commonly known as XCU, for limits not less than one million dollars ( L000,000) each occurrence for damages of bodily injury or death to one or more persons; and five hundred thousand dollars ($500,000) each occurrence for damage to or destruction of property. 7. Each applicant, for itself and its related entities, agents, employees, subcontractors, and the agents and employees of said subcontractors, shall hold the Town harmless and defend and indemnify the Town, its successors, assigns, officers, employees, agents, and appointed and elected official from and against all liability or damage and all claims or demands whatsoever in nature, and reimburse the Town for all its reasonable expenses, as incurred, arising out of any work or activity in the access way, including but not limited to, the actions or omissions of the applicant, its employees, representatives, agents, contractors, related entities, successors and assigns, or the securing of and the exercise by the applicant of any rights granted in the permit, including any third party claims, administrative hearings, and litigation; whether or not any act or omission complained of is authorized, allowed, or prohibited by this Chapter or other applicable law. Applicant shall not be obligated to hold harmless or indemnify the Town for claims or demands to the extent that they are due to the negligence or will full and wanton acts of the Town or any of its officers, employees, or agents. 8 . Before a public right-of-way permit is issued, the applicant shall file with the Town a bond or letter of credit, at the applicant' s choice, in favor of the town in an amount equal to the total cost of construction, including labor and materials but excluding the cost of any facilities being installed, or five thousand dollars ($ 5 ,000), whichever is greater. The bond or letter of credit shall be executed by the applicant as principal and by at least on surety upon whom service of process may be had in the state, The bond or letter of credit shall be conditioned upon the applicant fully complying with all provisions of Town ordinances, resolutions and regulations, and upon payment of ail judgments and costs rendered against the applicant for any violation of any Town resolution, regulation or ordinance or state law arising out of any negligent or wrongful acts of the applicant in the performance of work pursuant to the permit. 9. Applicant, by acceptance of the permit, expressly warrants and guarantees complete performance of the work in a manner acceptable to the Town and warrants and guarantees all work done for a period of one ( 1 ) year after the date of acceptance. 10. Work to be in conformance with attached drawings and specifications, as approved by the Town. 11 . Other Page 2 of 2 sbrennan@hlu+dsoncolorado.or From: Mike Ketterling < mike ! @northernengineering .com > Sent: Wednesday, November 14, 2018 3 : 15 PM To : sbrennan@hudsoncolorado .org Cc: Hunter Subject: Matador Pipeline Floodplain & Right-of-Way permits Follow Up Flag: Follow up Flag Status: Completed Sayre : on November 1st we received the following Matador Pipeline Project applications : 1 . Floodplain Development Permit application for the crossing of aim Creek 2 . Right-of-Way Use/Access Permit application for the crossing of Weld County Road ( WCR) 16 This pipeline project has the following details : 1 . 16" diameter carbon/steel pipeline 2 . This pipeline will carry crude oil through the Town boundary from south to north a . The WCR 16 crossing location is 1 ,065 feet west of WCR 51 b . The minimum pipe cover is 4' within the floodplain (cut & cover construction ) c, The maximum operating pressure is 1,480 pounds per square inch gage ( prig ) d . Operating temperature of 100 degrees ( Fahrenheit) e . The pipeline will be bored under the WCR 16 right-of-way at a depth of 10' to 11' below the existing grades f. Pipeline markers will be installed on each side of the Town's right-of-way g . WCR 16 will not be closed during the construction of this pipeline 3 . DJ South Gathering, LLC has obtained easements from private property owners to construct and operate this pipeline 4. No permanent fill will be placed within the Jim Creek floodplain and the area will be restored to pre- project contours 5 . There is no above -ground equipment proposed within the floodplain Based on the submittal materials, the proposed pipeline meets the permit requirements for the Town of Hudson . Let me know if you or Hunter have any questions or concerns . Mike Ketterling , PE Principal OW NORTHERN E 1GI \ ELRIN 820 8Lh Street Greeley , CO 80631 D: 970 488. 1104 O: 970 395 9880 www ncirihernengi�noerinq . ton1 1 lb TETRATECH October 30 , 2018 Mike Ketterling Town of Hudson , Engineering 820 8th Street Greeley, Colorado 80631 RE : Right-Of-Way Use/Access Permit Application Package, DJ South Gathering , LLC Crude Oil Pipeline Project (Matador Pipeline ) ; Town of Hudson, Colorado ; Tetra Tech Job No, 200-127274-18004 Dear Mr. Ketterling : Tetra Tech is pleased to present this Right-of-Way Use/Access Permit Application for the proposed Matador Pipeline project (Pipeline) being planned by DJ South Gathering , LLC (DJSG), a wholly-owned subsidiary of ARB Midstream , LLC (ARB) . The proposed Pipeline involves the construction of a 16-inch diameter carbon/steel pipeline that will transport crude oil beginning at the proposed crude oil delivery point facility known as " Bennett Station" located in Adams County. The Pipeline will travel north from " Bennett Station" into unincorporated Weld County, entering Weld County just north of the intersection of Weld County Road 57 and Weld County Road 2. At this point, the Pipeline will continue to travel in a general northwest direction through the Town of Hudson jurisdictional boundaries and Town of Hudson maintained County Road 16 Right-of-Way . The Pipeline will traverse approximately 21 miles in a general northwest direction through Weld County and then end at the existing oil and gas transloading and storage facility (Destination Point) located southwest and adjacent to the intersection of Weld County Road 49 & Weld County Road 30 . Project Location Information : Tetra Tech has accounted for one ( 1 ) Town of Hudson Right-of-Way crossing in the overall Pipeline project . The portion of the Pipeline that will cross the Town of Hudson's maintained County Road 16 Right-of-Way is generally located in the SE Y4 of Section 30, T2 N , R64W of the 6th P . M . Weld County , Colorado. More specifically, the crossing site is proposed to be located approximately 1 , 065 feet west of the Weld County Road 51 and Weld County Road 16 intersection (see Map Figure 1 ) . Applicant Information : DJ South Gathering , LLC is the operator of the facility/pipeline . Tetra Tech is preparing and submitting the application on behalf of the applicant. Pipeline construction will be completed within a permanent pipeline easement. Normal road crossings are expected to be completed by boring a pipe from outside of right-of-way to outside of right-of-way, as illustrated in the attached " DJ South Gathering , LLC . Town of Hudson pipeline road crossing HDD Plan and Profiles . " With this application , you will find a Typical Traffic Control Plan Diagram , to be used for the crossing as applicable. Other attachments include a ROW Crossing map overview showing the Pipeline route and approximate location of the County Road 16 crossing , a signed authorized agent form , and articles of organization for DJ South Gathering , LLC . Please note on the application that the Contractor for this construction is to be determined and the start date is anticipated to begin in the first quarter of 2019. We are requesting that the Town of Hudson check completeness of the application for adequacy . Tetra Tech 1900 South Sunset Street, Suite 1 - E, Longmont, CO 80501 Tel 303-782-5282 Fax 303-772-7039 mum tetratech ,corn r "It TETRA TECHTown of Hudson Engineering October 25 , 2018 If you have any questions or comments , please contact me at (720)864-4608 Sincerely, TETRA TECH _ - Y y,y Ryder Reddick Planner III Attachments : Executed Right-Of-Way Use/Access Permit Application DJ South Gathering Articles of Organization & Certificate of Good Standing Signed Authorization Letter GIS ROW Crossing Overview Map Figure 1 County Road 16 ROW Proposed Bore Crossing - PE Stamped Plan and Profile Typical Traffic Control Plan Diagram DJ South Gathering , LLC Certificate of Liability Insurance O cPro)ectskLongmant\1272742QO-1272?4-18OO4\Def verabfes\f-fudson Crossing\ 1 - Cower Letter Town of Hudson CR 16 ROW Crossing.docx Page 2 1 2 OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE O FACT OF GOOD STANDING I, Wayne W. Williams, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, DJ South Gathering, LLC is a Limited Liability Company formed or registered on 01 / 17/2018 under the law of Colorado, has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20181042010 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 10/22/2018 that have been posted, and by documents delivered to this office electronically through 10/23/2018 @ 09 :56: 54 • I have affixed hereto the Great Seal of the State of Colorado and duty generated, executed, and issued this official certificate at Denver, Colorado on 10/23/2018 @ 09 :56: 54 in accordance with applicable law. This certificate is assigned Confirmation Number 11185935 . ;itaMJeJflEe .�-esea s" f ea ila if CO �-I" 0 SSUPW4partp,_,- ' IC a. \ 0 are:\ 1744CtYiA! #SISAT -,,';‘.15,_ %, ifig‘r• frartir Nbitt\ 0 , if F.,,, _ ' it , iv) nab 4k74:1'1 t CP' 'It 4, a a i 't \\ wit, iti . SINE 4° ��. 701(11191/4iatinass ' ?pit N:170. atrisTiligAt 02, irCr rkf-al•• I 8 .7 6 . 0 .1/2<d_irs, . ..0,- t+'a.peete r�R*. Secretary of State of the State of Colorado -.z._-- ***** * * * * * * *** * * * * ** * * * * * * * ******** * * * * * *****End of Cettifcate**** ** ********** * ******************* * ****** Notice: A ceriffi tejssued glectronirdialiy. (Sm the Colorado. Secretary off"' State 's...Wth site isiiilly and immediately valid and effective. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validate a Certificate page of the Secretary of State 's Web site, Imp: clwww.sos.state.cry. pus/hih/GertifleaeeSearchCrateria.do entering the certificate 's confirmation number displayed on the certyricate, and following the instructions displayed. Confirming Me aiT.,arc, n rr of a certificate is merely optional and is aae necessary to the valid anti effective issuance of_ a certificate. For inore in/brmotian, visit our Web site, http:I/ w*w..sas .stati.co_tisi click "Businesses, trademarks, trade names " and select "Frequently Asked Questions. " Colorado Secretary of State - Filed Date and Time: 01 /17/2018 12 : 10 PM Document must be filed electronically. ID Number : 201 1042010 Paper documents are not accepted. Fees & forms are subject to change. Document number: 20181042010 For more information or to print copies Amount Paid: $50.00 of filed documents, visitwww. sos.state.co .uS. ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization filed pursuant to § 7-80-203 and § 740-204 of the Colorado Revised Statutes ( .R.S.) 1 . The domestic entity name of the limited liability company is DJ South Gathering , LLC (The name of a limited liability company must contain the term or abbreviation "limited liability company '", "ltd. liability company ", "limited liability co. ", "10. liability co. ", "limited ",", "'. i.c. '', "iic ", or "°ltd. ". See §7-90-601, CR.S.) (Caution; The use of certain terms or abbreviations are restricted by law. Read instructions for more information) 2. The principal office address of the limited liability company' s initial principal office is Street address 1600 Broadway (Street number and name) Suite 2400 Denver CO 80202 (City) (State) (ZIP/Postal Code) United States (Province — if applicable) (Country) Mailing address (leave blank if same as street address) (Street number and name or Post Office Box information) Pry) ( State) (' P/Postal Code) (Province — i, applicable) (Country) 3 . The registered agent name and registered agent address of the limited liability company' s initial registered agent are Name (if an individual) (Last) (Fist) (A iddle.) (Suffix) x) or (if an entity) ARB Midstream , LLC (Caution: Do not.provideboth an individual and an entity name) Street address 1600 Broadway (Street number and name) Suite 2400 Denver Co 80202 (City) (State) (ZIP Code) Mailing address _. (leave blank if same as street address) (Street number and name or Post Office Box information) ARTOR+ _L.L.C Page 1 of 3 Rev. I 2/01 /2012 Cor (City) (State) rzip Code) The following slatern zi is adopted by marking the hrico 5 The person appointed as registered agent has consented to being so appointed. 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) (Last) (Firs° (Middle) (Suffix) or (if an entity) ARB Midstream , LLC (Caution: Do not provide both an individual and an entity name.) Mailing address 1600 Broadway (Street number and name or Post Office Box information) Suite 128 Denver CO 80202 (City) (State) (ZIP/Postal Code) United States . (Province — J appl cable) (Country) (if the following statement applies, adopt the statement by marking the box and include an attachment) II The limited liability company has one or more additional persons forming the limited liability company and the name and mail ing address of each such person are stated in an attachment. 5 . The management of the limited liability company is vested in Mark the applicable box) El one or more managers. or IX, the members. 6 . (The fbiiowing statement is adopted by marking the box.) El There is at least one member of the limited liability company. 7. (If the following statement applies, adopt the statement by marking the box and include an attachment) This document contains additional information as provided by law. 8. (Caution: Leave blank if the document does not have a delayed effective date. Stating a delayed effective date has significant legal consequences. Read instructions before entering a date.) of tthe following statement applies, adopt the statement by entering a date and jfapplicable, lime using the required format,) The delayed effective date and, if applicable, time of this document is/are . (intn/ddr5' ' hour:minute tun/pm) Notice : Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, .R..S., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. ARTORG_LLC Page 2 of 3 Rev. 12/01 /2012 This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not such individual is named in the document as one who has caused it to be delivered. 9 , The true name and mailing address of the individual causing the document to be delivered for filing are Newburn Ryan (Last) ('First) (Middle) (Suffix) 1550 Larimer Street (Street number and name or Post Office Box information) Suite 128 Denver CO 80202 (City) ''State) (ZIP/Postal Code) United States . (Province - if applicable) (Country) (/f the follow ng statement applies, adopt the statement by marking the box and include an attachment) This document contains the true name and mailing address of one or more additional individuals causing the document to be delivered for filing, Disclaimer: This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice, and are furnished without representation or warranty. While this form/cover sheet is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should be addressed to the user' s legal, business or tax advisor(s). ARTORG_LL ' Page 3 of 3 Rev. 12/01/2012 R B MIDSTREAM October 23 , 2018 Town of Hudson Planning Department Mr. Sayre Brennan SO Beach Street Hudson, Colorado 80642 RE : Designation of ,Authorized Agent Dear Mr. Brennan, DJ South Gathering, LLC, a subsidiary of ARB Midstream, LC authorizes Anne Best Johnson & Ryder Reddick to be the designated points of contact for communications from the Town regarding the Flood Hazard Development Permit and Road Right-of-Way Crossing Permits for the Matador Pipeline Project. Anne Best Johnson, Ryder Reddick and Mike Saxton are representatives from Tetra Tech, Inc and are authorized to apply for any Town of Hudson permits needed or the pipeline project and are authorized to request information on our behalf. Sincerely, /77_e �J�Arrt",Pat McMurry, Senior Vice President, ARB Midstream 1600 Broadway, Suite 2400 Denver, CO 80202 iii . , 4 . "n t r - 1' ■ , - arm Li 44 c la A , r I CPATRIL_BRIAN _ _ r .it aL ,P- . ea'. . ', a ll it i ! PARC ELF* 130530000030,.. _ ,_ _____,. , a ..„ 0 .. .... _ . %If I Ii 4 el" 1 J `.`. oris#000000 .111.11e, ,,. . 11 - 9: 11 sr ii I y e 1094.ir IVIIV1 e , r 4� lit .- ,ice `�� . at a in ft 530- TOZN, RG4W fi • 1 • L 1 , t . _ _ a JONES RICHARD CASTO I e IPARCE I 130530000012 a = . ii 1 alb ❑ in 0��r -T Y r r. rt- .G rn rrn C ce z I4 0, c i TO N:. OF. HHUD O 4 1.1 o X To2N,, R 6411 _ - 6 c3 0 ri r Legend Crossing Location ' ' LAND LLOYD 0 PARCEL- # 130531100004 n Matador Pipeline CenterlineCN l`•c1/44 a Roads _, 1 II J 41 1 CItyLa nits Section Lines , Q �01 • 1 ;! 00 2 Parcels cc ihe H I Feet r o aDJ SOUTH GATHERING, LLC Project No .: 200-127274-18004 rat t TETRATECH T R A T E C H MATADOR PIPELINE Date: OCTOBER 25, 2018 O TOWN OF HUDSON CROSSINGS Designed By: RJR co www,tetratech .caii— m Figure No r' 1900 S Sunset Street, Ste 1-E COUNTY ROA D16 irj Longmont, Colorado 80501 ROW CROSSING LOCATION '1 a PHONE: (303) 772-5282 FAX: (303) 772-7039 PROPOSED 16" MA+ ,T aOR PIPELINE Pf 11 CMOO4OSITn11", LE` !. vacuSKY MAP W'CR 16 li 'I I�j(51it'tFICT '1NT� • Ue .k71A11 ., Pi;JOP45eD I TRACTS 67 & 68, pAT14Jf� rl A><�rr 1�Alcliir•A1 �1 mils! A ip waja ftc �Cfl I)c L Ai--I.18111 I i1' % r a "I &Tnxs c LC* : SECTIONS 31 & 32, r fwllf 6 rst,1, "'twigsdoi pal i + IV LDCOUNTr+'. COLORADO il 1 i ti i SEC 32, T 2-N. r „ i. -l e g) i OW. M R A IN r b= I SEC. 31, T 2.N PIPELINEa di 0 M MARKER I1 I' I .o EtH' ii►tRt1 CAST T 01124E5 La Riet4ARD N C1141‘) LLOYD LAND i TRACT a7 o °- 0 9IQ d "►11 ''1 r 4 t cr, ► r II ` cry t ..; i 1876+b4 167$+34 1676+6p 1876+98 4017+20 -118₹7'+5+4 'c • I" CROSSING PIPE SPEC • it,--- ,r I I , MESCRIPTCN CJtRA'ER FIPc I _ • .ONTENTT4 RIME Ii+UCILCO CWDE Ot. I • PIPELINE 1111-543-WAFTER ii CO ►*E MA ILPIA1 F STEEL e " MA12KEtt WECflCArION AHD C1tfl At'1XF&I2 MCI DY1 I N I katLTHiGr6T+E9$ d37e PROPOSED iii" - < sk.: — AT o••„�„2295" u., we�.ieki MATADOR PIPELINE . I 11J- I i.�1*tCT 44. 588{}83` PIPING MATERIAL1/2 L 4AEFA'E 'E'Xrel.^• ®211-'h i AN bi,h3.2 7-W a a. 'a �J II FPM? `'4 li iFlJi!3E 0 I� e?;l' t SENN BORE sc x 6 r`'z al m atm *ma C>D tel325 W I API SI-F3L2 A IS Z a+Z� Cc ctr, 4 CC taw Itfid -bULSFSE.45XiiC%ISARO ILAT 1[}�A87 W 16 = CQ ti J C _ gtvE W Oa ins o w • LEGEND i 40 10 138` U a •� 'd 0 J �y ��`' 'lilt 5H Lu i- et o i•- w CS ul u. n- it a el DEOPlelilr+iir r I iei 1 — _ ~- o w NATURAL iIIANCM4iA4P arAa d m w ,"'� i GROUND ILO PEraw�A,7 EJk4Ei1FiR `t' +d `-- `n .`-' T. S a CO * '"- ba PIPELINE ,1 A OhI110IW. I PiPEL INE I _ — — MARKER �1i �193[l : TEMJrOFARYtiWRxSp•GB A930 MARKER ��- - f - - -AO•PIPPOOIWICI a 0 �,�� -1$24 ,. �' it , I 4D10 —_ — LAI I�tl;fr �49�1 a i PROPOSED 18- ' � -. -- r v Clip .. MATADOR PIPELINE '- ! EOM INROAD 4900 'llat 490$ 4{ , ,,, , , IT a4. c•!)h".� __ - _ _ '11-` Gi 71(CH 4690 '�QI�Q ,. I-i��,i,,�1f • . •-"an e'r �u oM$}low 11660 b �.'m . AP1E34 167$+60 1676+98 41177'2-O 1677+50 1677+811 1676+1Q _ _ im Ai d1'S PROF WE - - - - 1 ••1.lx)a.A:•a1k[%/avec•mt#d•w'91akf!o�� 9M ,.tP -3 1NISORA�VIIRG 4ENEI" 11CD4JN1WFNTWIIICLULitPIMFLR ITSA4D Haw ��a!(j SAr j 1'a.�b' 1 ' ` {,� �y,y 1fragrsiki'aca 1Aa.scPM* AgAtt!CCMAtgliCASRioP1rnT - - - r al SoUtk Gathering 1 fOO4WCI*tSMiL iud11 il•P • 'S.alTls1?i' llu3'fITM frw as/taDubCta EUNTRACTORSIM EL RESPCWSIELE 1Q LOCATE AIL IIII 'Wi!Oil 7oMGJ:7-L# •gi6it*ilA'®* ICI/:ALeviA141Air 4'ntRleitle tHleDRAPIPIGSnkLLi44rGQN&fRR[4ERIFICA11ONO $Du Witte 114 !4r:Iv, Lap r}v 1•s{9 OP IJ1$1 *LLulailitS — i_h��+.� �weima�l[ tat roe 1tchiej +rl Il! .1Altilir.•Gi19Ti4 tiA!MAII' tiesivi0RuMMAMIIw WEIk.4 . Ia4IIEIrCLtIaetIi? I 'i'litI4 TNC 16 meAnAft traINABilwa°Ar .IA +warp ii 'WillwaSn9 w,rtt.A/POrdienimaitarrawas1PitranearlI4IIsII,a4 IF ., ,, ►>,.I r�si�rl�-i i /lelrCI,IIoLA,1 ,,�-•,�•t WMW, ,IJ$.* . n.I,,,.. DAP Ida a.,�t. TiI4 4, . PR0P0SED1 " MATADOR�' +LaG�F PIPELINE i i 1IJ1�91�° iA{,t{!c,,mma if l, 'maim wet, Ia i ck kli t l I?EOM IH 1141 C i I klaa Iri�MT.PI 4i`� .Whirr ` — - a F� a 1040 3 Mt.iaAl,itts I'Pray •Lt tA�IA�I a •aa+ WELD CAtJNTf, COLORADO $ swayetK 11 tl."+ItoPRI:iJ toat I.d4Ii>'E I1. - - - - ..- . - .P rialiCki'rslit VOWS NW4PAIM i mlA5i1 !VW MAD eraciA1TIA U5FQOT cokana OAIDRTiE ,I� ware i- t.• t, tettil+-wI 1 4+e Air.Inns a cis Ne IICiliti V Mane I I O A=t - SCALE I • r ii. Id I na'a 4 'Ionia e t tASA bi PA MP CII lrla N QMIAli,.Iq 0 I •I ACT irw r — . _ F44I TtJMIdER lin a tart**grin it*Pi fa r n r 'vl v w"y.. tiJA9W ! iif ''L*t`� Wit SP it 1t tam airtirawar4 ELfli;.MxslwIr•.Ad. artr'-:}L'":ti6N'aI #.as ,4� ...as ao Xuc+WIMA CAIli I Ix A-� Di SOUTH GATHERING DJ SOUTH GATHERING 16 ' MATADOR CRUDE OIL PIPELINE Uncased Onshore Crude Oil Pipeline > 60 PSIG Crossing Barlow Calks and Wheel Loading Stress Caics - Weld County, WCR 16 Document Number: 52440-PL-CALM 010 REVISION and APPROVALS Rev, Date Description By Chkd Appd B Issued for Permit _ APL CWL CWL A I 10/26/2018 Issued for Review APL CWL CWL Spartan Engineering, Inc . SPARTAFI 12345 West Alameda Parkway, Suite 205 ENGINEERING. NC :71.c,J . tjs . ( 303 ) 6Sg-0358 -oavilue,W,CIO C * : cP� 0 9 VT ono t 14%% 1Q kilt t 04,1:4& .w DJ SOUTH GATHERING 1S" MATADOR CRUDE OIL PIPELINE Barlow Cabs and Wheel Loading Stress Calks - Weld County, WCR 10 BARLOW CALCULATION - UNCASED CROSSING Uncased Onshore Crude Oil Pipeline > 80 PSIG Crossing EXHIBIT A CARRIER PIPE : CASING PIPE: - N/A No Casing Outside Diameter in . (D) 16,000 in Outside Diameter in, (D) Wall Thickness i n . (0 0.375 in Wall Thickness in. (t) Material Specification X-60 Material Specification Minimum Yield Strength (S) 60 ,000 psig Minimum Yield Strength (S) Design Factor (F) 0. 72 Design Factor (F) Longitudinal Joint Seam Factor (E) 1 . 00 Longitudinal Joint Seam Factor (E) Temperature Derating Factor ( 1) N/A FOR DOT 19S LIQUIDS PIPELINE Maximum Operating Pressure (MOP) 1460 psig Design Pressure (P) acM psig Contents : Crude Oil The pipeline material and design must meet minimum Federal Safety Standards stated in 49 FR: Gas Pixel ne Part 192 Suhpart C : Liquid Pipeline Part 195 Subaart C � P = ((2xSx (t / D)) x (FxExT) P = ((2xSx (t / D)) x (FxE ) Design Factor (F) : See 192. 111 Design Factor (F) : See 190. 100 Longitudinal Joint Factor (E) : See 192 . 115 Seam Joint Factor (E) : See 102 . 106 Temperature Derating Factor (T): See 192 . 113 Carder Pipe : Casing Piae: P = ( (2 X S (t / 0)) X F E ) P = ((2 S (t D)) XFX E ) = ( 2 X 60, 000 psig X (0. 375"/16. 000") ) X (0. 72) X (1 .00) ( 2 X " prig X ("t")) (") X C') = 2 , 025 psig = psig Carrier PI e : The calculated Design Pressure of 2 ,025 psig is > the Maximum Operating Pressure of 1 ,480 psig. ettiCit NO 0 £ f �- kt eli itwifc Ili * tip. t :e lett Les- ti ',WAWA iwsit 11.� , , , Jr ' DI E S ,' `` Engineer's ; i.gnn.ire y ` Date B Issued for Permit 26-Der-2018 APL CWL D VL NIA I NIA A Issued for Review 26-Oal-2018 CWL CVVL N/A NIA Rev Issued for bate By Checked Approved PM Client Document Number SPARTAN ENGINEERING , Inca S PA RTAN 136 11 Alameda Pkwythr-t, , Suite 206 htici }4sERING Lakewood , CO 80228 52440-Pt,-DAL-0010 (303) 658-0358 - - ProleGt DJ South Gathering - 16" Matador Pipeline T L � Location Date TOOLBOXES WCR16, Weld County , CC , 10/26/2018 API 1102 - Liquid Pipeline Crossing Highway PIPE AND OPERATIONAL DATA: SITE AND INSTALLATION DATA: Operating Pressure [psi] 1460 Soil Type: Soft to medium days and silts with high Operating Temperature [OF] 100 plasticities P p E' - Modulus of Soil Reaction [ksi] 0.2 Pipe Outside Diameter [in] 16. 00 Er - Resilient Modulus [ksi] 5. 0 Pipe Wall Thickness (in] 0. 375 Average Unit Weight of Soil [lbif ] 120 Pipe Grade: X60 Pipe Depth [ft] 10 Specified Minimum Yie&d Stress 60, 000 Bored Diameter [in] 22.0 Design Factor 0. 72 InstallationTemperature stal IationTemperature [0 F] 0000 Weld Joint Factor 1 0 Design Wheel Load from Single Axle [kips] 12 . 00 Pipe Class: Seamless Design Wheel Load from Tandem Axles [kips] 10 . 00 Young's Modulus for Steel [ksi] 30 ,000 Pavement Type : Flexible Poisson's Ratio for Steel 0. 30 Impact Factor Method: ASCE - Highway Coefficient of Thermal Expansion [per° F] 0 ,0000065 00 RESULTS: Hoop (Barlow) Stress [psi] 31 , 573 Maximum Circumferential Stress (psi] 36, 509 Allowable Hoop Stress [psi] 43, 200 Maximum Longitudinal Stress [psi] 3,764 Stiffnes Factor for Earth Load Circumferential Stress 2, 382 Maximum Radial Stress [psi] -1 , 480 Burial Factor for Earth Load Circumferential Stress 1 . 14 Total Effective Stress [psi] 36 , 667 Excavation Factor for Earth Load Circumferential Stress 1 . 66 Allowable Effective Stress [psi] 4 3 , 200 Circumferential Stress from Earth Load [psi] 4 ,677 Impact Factor 1 . 35 Stress [psi] Calculated Allowabl - PASSiFAIL . Highway Stiffness Factor for Cyclic Circumferential 17 . 20 Hoop 31 , 73 43 , 00 PASS Effective 35 , 657 43 , 200 PASS Highway Geometry Factor for Cyclic Circumferential 0 , 62 i;rtll,d ; 999 8 , 640 PASS Cyclic Circumferential Stress [psi] 999 iLong, Melds . 911 15, 560 PASS :arc. Highway Stiffness Factor for Cyclic Longitudinal Stress 13. 50 „Mill F Irk L + Highway Geometry Factor for Cyclic Longitudinal Stress 0, 72 . ' ,. ,u," Pit . r.:,. ' ?jki)% 4t Cyclic Lorrrgtudit�al Stress [psi] 911 { " . 1 d': Y ` I . 1}I Iir Notes : LINE PIPE : 16 .00" O . D. X 0 .281 " W. T. , API SL , PSL 2, X-60 , ER VV, W/ 14- 16 MILS FBE M r (Oat� 4. t ? ' HUD PIPE : 16 . 00" G . D. X 0 . 376 W.T. , API 5L, PSL 2, X-60, ERW, W/ 14-16 MILS FBE & 304061,4. 74,,rtidi ,, , ../.:4;:, MILS ARO ttitili-V74 . !Ifji go WV t'acticft:Ita.rj: Reference: API RP 1102 "Steel Pipelines Crossing Railroads and Highways" ":�` '11recil' - CA „f: " Prepared By Adam Lockard Approved By Revision :l b T7r r - -r Typical Traffic f c Control Plan Diagram r r r r r ROAD R r r WORK AHEAD 500 FT r I ./J* .. . N s a a e 500 FT RA. D WORK AHEAD Notes: - 1 . The above diagram is typical for normal shoulder work applications . Additional signing may be required. 2 . Vehicles or construction equipment shall not be parked in the travel way and should be moved to the shoulder. If vehicles or construction equipment are not able to be moved out of the way of traffic, ehannelizing devices are required for day use only. No night time obstructions are allowed. 3. Additional "roadwork ahead" sign to be installed 500 feet south of intersection on Fern Avenue. EXHIBIT b 3Fe 5 TOWN OF ilL U DSON , , sr , APPLICATION FOR FLOODPLAIN iimis DEVELOPMENT PERMIT zawg, w I' ROJEt_" 1 ' NAME : Matador Pipeline. Project DATE : 10- 18- 201S PROPERTY DESCRIPTION : Address or location: .`1 .11.Lln2tLathi.L.�A _ Address or Built Skil4iti rc on Parccl.�____ -- ! ECM , DESCRIPTION attach sheet if necessary ) 1 . "1 A Arnenclkd Recorded Exemption AMRE:-6 $ being part ctrl cl►c E1 /2 of the. NE ! ;4 Section ; 1 , I2N . Ito-iNV ui i ire (Ali P . M PROJECT INFORMATION : Weld ( 'ouncv, i 'ukurado. Proposed Project : New Structure _ Addition Remo-del Mobile Home Attached Garage Acccssory Structure Fill Excavation ;A Other $ 6 " Crude Oil Pipelin _ Site of Propert (Sil ft or Acres ) ! 45 \ere.; font District : C -2 Commercial TA -Distil t F-loodplain Information : Note to Appfic ants. Fin out as much information as posse-Nei If vote need lssistuncefillirni out this pu, i of the f i n ur, { on to is t the J v i i 'f of' Hudson , FEM .-1 Flood Zone f.)ecign;ltion : N A AF M ) X ( Shaded ► X Ct1nshaded ) Water Course Ninth! : Jim Creek FIRM Map No. 0S 123C215W Base Flood elevation t lnknc � ti4tt _ flood ['east-Ltion EIntatomll N A as project will iall he subsurface pipeline Additional Information Required : tor Residential S'trucaur e.s . Attach buildi nn plans ill y % inn: foundation dc,` iti rt, flood ckvation, llouc elevations , 1-I AC and ether mechanical equipment elevation, site and location 4 )1 vents, flood proofing design anti other relevant infr'rtnalion , f fir Son - ressdennal Structures • A certificate from a registered pioi-essional eri2 : vieer ui a, [titc-ct that any structiuc• shall fleet the Hood proofinv criteria of Section 16- l46teH i a . For Site Work! Attach ; itr and grading plan : and other relevant information . All plans must kit stamped by a Colorado Registered Professional Engineer. For Srtffilititsiur,3 - Attach site and grading, plans showing the location of manufactured home park` , if located in the subdivision , which i nett the requirements of Section 16- I46( cf( I )(land 16- 1 .l6 (e ! of Ordinance 14-01 nJ wcuth Gathenng. LLC has a Recorded Easement Agrocrnent from the property Owners OWNER CERTIFICATION : Grating approval for this project (document is attached} I eietit! that I am the lawful owner a the land iscludsd is this application. And that I conical to this application. Owner : t 1- I -"4 .\ , C Date : _ i I - - a 3 - i c ___ ._ _ t lnyd l and I mat) that tilt tnit'rmaaun submitted with the application and correct to the best of ut3 knowledge. I understand that the 'application nHi lit processed only oiler mhmitieJ of a complete application. including required document* , CAP end depowts, Ryder Reddick Applicant : c itJ By ; I l elra l e;,lt lac: i Date : 10 seckceI 46 _ Address: I 900 S Sunset Strict Suite . F , 1_ ongruont . 11 one : i 72(0864 -4443 Email : kyller,Reddickra l etrated ) con; FOR OFFICE USE ONLY : re Ti Application al L Date Received: ) 24 ( 1117 Fee. ILAzb Reed. by : .1 ..1pC. ' Je• c rut -'r IN' :it ' 4; .NJ 2-II,: OFFICE OF THE SECRETARY OF STATE of THE STATE OF COLORADO CERTIFICATE OF FACT OF GOOD STANDING I, Wayne W. Williams, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, DJ South Gathering, LLC isa Limited Liability Company formed or registered on 01 /17/2018 under the law of Colorado, has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20181042010 . This certificate icate reflects facts established or disclosed by documents delivered to this office on paper through 10/22/2018 that have been posted, and by documents delivered to this office electronically through 10/23/2018 @ 09 :56: 54 , I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 10/23/2018 @ 09:56:54 in accordance with applicable law. This certificate is assigned Confirmation. Number 11185935 , `-)-Pbc let anittkipts0 144, A sot Citit\ it Air F.17 �yM a r4r47 %\\ tir L _ r 1 71.7". acamme \trey Silt NE: iSm E tribti lee SFr-cc errw �.. `ra . g 7 ./� rI •' +F�� + n + r7 ♦ the �t{7 7. Colorado �pd rr.dldd�Jrd dr__... a 7CCI CLUJ V- 01 State of thle State of **** ** ****** ******** *** *** ********* * * ********End of Certificate****** ** * * ********** * ** * * * * ******** * * ****** Notice; A certificate issued 'electronically from the Colorado Secretary of State 's ; 'eb site is frilly and imenediaiety valid and c! ectivPe. However, as an option, the issuance and validity of a certificate obtained electronically may be established by visiting the Validatea Certificate page of the Secretary of State 's Web site, htipl www.1sos state co. usibiLICertificateSearchCriteriaedo entering the certificate 's confirmation number displayed on the certificate, and following the instructions displayed. Confirming the Issuance if a certificate is merehl optional and is not nece sar u o_!IT valid and �r yt y 4wggnc L o tr_ ert'i oi'e. For more in br'm•ation, visit our Web site, lrtt :fr www.sos.state.co. us I click "Businesses, trademarks, trade names " and select "Frequently Asked Questions. " sbrennan@hudsoncoloradogor • From: Mike Ketterling < mikek@northernengineering .com > Sent: Wednesday, November 14, 2018 3 : 15 PM To: sbrennanhudsoncolorado . org Cc: Hunter Subject: Matador Pipeline Floodplain & Right-of-Way permits Follow Up Flag: Follow up Flag Status: Completed Sayre : on November 1st we received the following Matador Pipeline Project applications : 1 . Floodplain Development Permit application for the crossing of Jim Creek 2 . Right-of-Way Use/Access Permit application for the crossing of Weld County Road (WCR ) 16 This pipeline project has the following details: 1 . 16" diameter carbon/steel pipeline 2 . This pipeline will carry crude oil through the Town boundary from south to north a . The WCR 16 crossing location is 1/065 feet west of WCR 51 b . The minimum pipe cover is 4' within the floodplain (cut & cover construction ) c . The maximum operating pressure is 1, 480 pounds per square inch gage (prig ) d , operating temperature of 100 degrees ( Fahrenheit ) e . The pipeline will be bored under the WCR 16 right-of-way at a depth of 10' to 11 ' below the existing grades f. Pipeline markers will be installed on each side of the Town ' s right-of-way g. WCR 16 will not be closed during the construction of this pipeline 3 . DJ South Gathering, LLC has obtained easements from private property owners to construct and operate this pipeline 4 . No permanent fill will be placed within the Jim Creek floodplain and the area will be restored to pre- project contours 5 . There is no above-ground equipment proposed within the floodplain Based on the submittal materials, the proposed pipeline meets the permit requirements for the Town of Hudson . Let me know if you or Hunter have any questions or concerns . Mike Ketterling , PE Principal R NORTHERN p e 82D 8111 Street I Greeley , CO 50631 D : 970 488 1104 O: 970, 395. 9880 wwwv'_ nort_rierr�ern , n_ee iris , corn 1 lb TETRA TECH October 30, 2018 Mike Ketterling Town of Hudson, Engineering 820 8 `h Street Greeley, Colorado 80631 RE: Floodplain Development Permit (FPDP), DJ South Gathering, LLC Pipeline (Jim Creek) Floodplain ; Town of Hudson, Colorado ; Tetra Tech Job No. 200-127274-18004 Dear Mr. Ketterling: Tetra Tech is pleased to present this Floodplain Development Permit (FPDP) application for the proposed Matador Pipeline (Pipeline) project being planned by DJ South Gathering, LLC (DJ G) a wholly-owned subsidiary of ARB Midstream, LLC (ARIA) , The proposed Pipeline includes construction of a new 16-inch in diameter carbon/steel pipeline that will transport crude oil beginning at the proposed crude oil delivery point facility known as the "Bennett Station" located in Adams County. The Matador Pipeline will travel north from the Bennett station into unincorporated Weld County, entering Weld County just north of the intersection of Weld County Road 57 and Weld County Road 2. At this point the 16-inch Pipeline will continue to travel in a general northwest direction, though the Town of Hudson's Municipal Boundaries and the designated FEMA "Jim Creek" floodplain. The Pipeline will traverse approximately 21 miles though Weld County ending at the existing oil and gas transloading and storage facility (Destination Point located southwest and adjacent to the intersection of Weld County Road 49 & Weld County Road 30. The proposed 16-inch diameter Pipeline will enter the Town of Hudson and FEMA "Jim Creek" floodplain approximately 1 ,075 feet west of County Road 51 and approximately 450 feet south of Weld County Road 16 Right-of-Way located on a parcel of Land owned by Lloyd Land (Parcel # 130531100004). More specifically located in the SE './. of Section 30, Township 2 North, Range 64 West of the 66 P.M. Weld. County, Colorado. The Pipeline then travels approximately 467 feet in a north direction, entirely in the "Jim Creek" floodplain, before exiting the Town of Hudson' s municipal boundaries and into Unincorporated Weld County (See Map Figure 1 ). The pipeline will continue its route another 715 feet in a general north direction through the entire length of the "Jim Creek" floodplain completely within unincorporated Weld County before exiting the floodplain all together (See map Figure 2). The pipeline is being constructed in easements obtained from the fee owners of the subject properties along the entire proposed pipeline route. There is one ( 1 ) parcel within the mapped floodplain zone that will be crossed by the proposed pipeline in the Town of Hudson's jurisdictional boundaries. ICJ South Gathering, LLC has obtained easements to construct and operate their proposed pipeline across this subject property. Attached in the application materials is a copy of the recorded easement agreement and the application for this Floodplain Permit has been signed by the land owner being Mr. Lloyd Land. The applicant is .DJ South Gathering, LLC. Articles of Incorporation for ICJ South Gathering, LLC are attached and a certificate of good standing for the LLC, from the Secretary of State is also attached, DJ South Gathering, LLC and its construction general contractor (TBD), will be constructing the pipeline and will be responsible for conducting the work in accordance with the permit conditions. DJ South Gathering, LLC Authorized Agent has signed the permit as the applicant. Construction is expected to begin as soon as all permits are approved and no specified date for start of construction has been given at this time. Tetra Tech will be the contact point for inquiries pertaining to the issuance of the permit. Tetra Tech is authorized to work with the Town of Hudson in support of this application. An authorization form is attached that documents TetraTech °s agency for this application. Tetra Tech 1900 South Sunset Street, Suite 1 -E , Longmont, CO 80501 Tel 303-782-5282 Fax 303-772-7039 www.tetratech, corn am TETRA TECH DJ South Gathering, LLC October 25, 2016 The "Jim Creek" floodplain is depicted on FEMA Flood Insurance Rate Map (FIRM) panel O 81 .23 C215 5 E and dated January 20, 2016. The "Jim Creek" floodplain is designated as Zone A. Map Figure 1 depicts the pipeline route where it crosses the FEMA "Jim Creek" floodplain and the Town of Hudson's Municipal boundaries. Map figure 1 also shows the individual extent of the floodplain at the pipeline crossing locations and the parcel data for affected property owner crossed by the pipeline in the floodplain, Map Figure 2 Shows the remainder of the length crossed in the FEMA "Jim Creek" floodplain and the parcel info for that area crossed, which is located entirely in unincorporated Weld County. The pipeline will be constructed under the "Jim Creek" floodplain by a general contractor. Installation in the mapped floodplain will be primarily constructed by trench and cover technique and underground bore where needed. No permanent fill will be placed within the floodplain boundaries and areas will be restored to the pre-project contours. The pipeline will not change base flood elevations and is not expected to cause undue harm to utilities with proper construction methods. There is no proposed above-ground equipment along the pipeline route located in the designated floodplain crossing areas. If any additional items are needed, or if any questions arise please feel free to contact me at your convenience and I will be glad to help provide you with what is needed or get you in touch with the necessary contacts for this project. You may reach me at (720) 864-4603 . Sincerely, TETRA TECH \`c ir sit\ ZS( ;_sitaiacle Ryder Reddick Project Planner Encl osures: Town of Hudson Application for Floodplain Development Permit State of Colorado Registered Engineer Certification Agency Authorization Form Articles of Incorporation & Certificate of Good Standing Jim Creek Engineered Floodplain Crossing Profile GIS Map Figures 1 & 2 FEMA Map Panel #081230215 5 E Map Recorded Easement Documentation O:IPrjeets1Longmunitf 27274120O-127274-f 9004 Dellverab/es1Weld PHDPshJim Creek Floodplain FHDP(Submlffal Doeskl - Jim Creek Ffrrodpiain - Weld FHDP Cover Letter. cfecx Page 21 2 !Itkr7lt 1. ur! itriktill? ll+MON' •a . 'Till It aalI ♦trr•l�ealit tai'as .. .r .- Y r - . 3 .� S :.a -a.P. I -. - n• Ita iiii ate Ise 3 S . �. _Y�.. •• et se.s•>_ .- r>_ - ..aa�aa4•a fi'aa O. . c« I�I � .41 = I y� •_ rr.s r. sear alma .. . _-� -.__- _ ir- rramate a-r..:. rs-,a■illr Stearn, e- . �T w' `■ VIM _-air. s ini -ter r s ,a-, •. ^alai at -7 ,,41:• _1--- 2 _ J. V -1 ••••••- r-a 1..ai. il. z T.----- ft • d ter — -- -- '` lihil L _ ... _ _ . _� L •l ai.tr.aa.trfeat r•.l1 ,rre�_. _ _ -• - � I air # r r l,' . ..i•l dal Sii i! -s i• a V UiNs - I Y•i2>s�Y sa w as. ss raa�7«-r �' !! I r _ 1■• se al*a a_ mass . s. saner is .--A, -•Lei,• --•G•_ . � - !1 . �1 I •• _ r .aim..+iai +a a-tai s= Y � e v t i -a l-+1:.1 i 1 r a III a y ara •.x a fro. --rte-t-�-,--4 T'aTll R� • -a •t --a1 —t- ! • • .. ..-_-Sail■i�l4a� r r.1 • . -.,a rr•. - _ --s at t . a u • .;:f zl•� >s . .- _ . '„f+'1a .rz- rte rr -r• s z --_ _ at L.� ��a� _ >al _ S.,ea OS'a, llidigliEHri rall. .Asa a — - —s a a dry �L '':1 - i i S. I —a.. rs era-� rasa ' - - I . s_..4_40 . a rs °,—.Yz.'°1 • rs r^' a ,' r i- 1- .'� a ,s � »t1 al �T't"•r r`afar Mss elq•"a. Irian■iii■. •_ . Se art- I Si } s_, M I. -I _-- flit aa 7-. .af •a a .4 littas- 1•a • • r.• ' •• ass lire •a a .Sail !►Pee, �. P tT' ';i. �I I I r�:+tea_ a ■ ar.r__�a�. rtcr■ :s air-. M -a arsa't!: :s mad; y lk I .. 't- •"' _.c> l;i - a� - - s ..Y -. 11:. -ww-.sty a •• 1 laiy. 1.%,... _ _ -w , � ■ I �� I r es • lira rase r •Ji•.. - ' r s'ae 'Ian r are- 7ta _an • Stints T . s - - -1 I r< —rat sf L .r--.s K=�� J L.� t -xs r-P•rites lethal_ .e._}l . •.tai�.; , _ • _,'t1 I Tare c>! r•s- e+ 1aa am...al i aa_aim .....;c a saw eta*l a, II y q�� - _ a - fit- L�atsi�orsR'-t ■ f t-r te! • refit 1 - T r • i .sa ' - a•.1r 4 s ai►s :irfr■l .= wdsar•.;: -- - - 11 �� h `4s' `-1arc-ns�rw■ �a : r■a ••6,a at• .a s■ s: ■ s-seal 'fi .i - a . a' {� ^�,a Writlu.Yw ra.l•ar �!•■lii a aUai r lid I- ., al a •as'� r a • 7 ass i at a� • 1 jam �!r :�� Er tra ran r ig1 an- • s ,�'�• dieb..:Iirmil y _j. __ - a Lrrr■r• T^ "- �OM a Ea =MEW.v s x•aal••OI 1_ a• �■1, , ♦ 1 i , -ice t �s.�: • •a r.Ill Mira alb nail*ranee•L:•ra el air t 1� ONO SOW..a _ — _. _ .r. sP off-• M -a-.=-4.14- ~ _ - lit aa i� I i hi -•aa••�r•• a-a-Jill , a sails••■•■tai a a sr WI LJ ^• .r ! r _ __ Y I—.�.- 1 -. �. •••.mod'a era.ay,r-�.• Y _ r•..a-- see a i is a•a••-•• al y' a +hl I^ y--a!•t-s td sa t'- - H• f . ..! T� '\;. a -� ...... ... 'v s r• - _�.>-� �-r _ -..� --re" •t' ■ • lira 4'-� i_ _ ac aka a-. a t tra-s. a gas M as ere s -a a a a.- a i.MO sa a•aa -•r • air- 1 --- 'a it aa1 *re re- a ■ ea 1r• 4 ` __ . _ e :ill'illr P • , Y - a--- ---M".. -_a ',1418 F a.a� fii •aa v Kdki WM• aa:..PI .� f � ,. — _ I` _ - i�rr 7-2 -a:•.. rte ras r'ar. a.di/ ri.alt a '1 t dla r s ill i a • 11 ". �� .k ; 1 "F em a■ „Ili, rR Ya r----�'•srr?--•'f e� -a it env - •c'a " al* ,MY_ a T Y " •1� .7 '.Mr 7 raa�Mr. a tam Oa as .i 1a a Mar • a-a - - - _t . _ 1 '- - - '•r- ■a.aat_ _ _ . a = Y ate' . . ,. a.. r as a-rr. -e• a� .�: s . • I. t 'i — --. �-r 1. •Ir' -tr- --r-_ - -r Marl .. T '•• - '- • 'I&_ Il -.a 1 w a a_. - s ti r a• r s r+i. - tr r a a_ der • MI •- ! • •' • 'a -in igt a ill - ri• nk raid': r• awe aaara t - Me -• `= rMr r^aY W' y _ • �'ilt a 1 ^ it I .. - --T• - 1es.S !-r- 1•T!! R — l •T O ,aCY' .Ia_. - 1 -- s016 lit �. rllI �•� - I* - -a ' - a air i n .a .- a ellla t t1,Ur• Mem �a a ea w pia ti Scarp as,a A ,. _"E a ■ • _ a-�a .- ..- a�-.---Ss-e -a■as.a -J- a was a trit lam ►1 YG. +/ - -, 0, -1!t4 6. 44T IQ .n. ifilsad •re—r-- at '■ 1l- • as•alt■t s el n a' �It III I air !' -& . •II�YA IN - - .� _ _ _ I •........ .......... a arse .'aa. -rc = >. ' r'-- i its r J' , ■■. - T. .- - - ✓ - a_ arias�•Mil .. a .-,.- - `. •.._• IM•lh ii4 rt I 1 "I' . t•a s tart si= r ti en all realm a - '� - 0 ' ................ , . ,e+-re tart a .r*I tr, _ .-, _ a --- t_ f + ass_ _as• -re.- aa --a J •1L� - - IOM i, ) �-ant .Ina iwityir ,,i,IIII ; : ' - I. . •.•-- -- - --•- ____• — -„ n .:a. t - +- _ ' • M S. y II O *WS Ala•sr _ • Full! l ` • )• _ fit �', •� 'NOMItILVASILIWII tar mire rid BM Nit, . 1 iIH.WI'HMII ' G I �t r•, - a.-y. •4M ins sane UU•tt* I5t SI - - ihrle- _ a _ a rt-- — I'A 'MAI. eri�ail int. ■ • • r t.- a i■ • .. -___ __.. -■ -a•T�- . _ • 4 *Int t-1a a _a-a ' II • ' 11): Itt"-- . i_sij I - II a'LI•� . ,'� . / L a is '' ,. • r i 'i4•• •a a _ _- atll i'IF _ :_ Iq� r I A a - 4 ! t - �� a alit_ a�2 le•lir t!:`--..m tel: iti :y.a�,. lfi '- Use l r - �, •� I I, .. -_ N. _ 'R^ sa■ s Ilse ■.r rat rat 17 .s -t t 1. !" l .. - — r--... I r _- ►� -� : _ " �.._ .. s ,.� —11 a °'' WM NUMEER 21121Z-1 IIIE • • EF► C VAR :LK)In Pd rata CERTIFICATION I hereby affirm that this Floodplain Development Permit was prepared under my responsible charge for the owners thereof and to my knowledge is accurate and adherent to the applicable standards and m provided by the Town of Hudson, Colorado . Signature: L agr p0 0 talcs I Name Print: Michael B . Saxton _ . • � th ' ,4+§ . co to Company Name : Tetra Tech, Inc. Ast, 4.00 rig eA al O If 5316 1,3 Address : 1900 S . Sunset Street, Suite 1 -E • •-PA. ` of City, tatc Lon rent CO 80501 N . : P • . ` • • � :}mss r Ar I� 'ONAL I Phone : 303 -772-5282 Fax: 303-772-7039 "'��•` E-Mail : . Michael. axton@tetratechr com Date: 10/31 /2018 PE Stamp ,i _1 ticir' , 4. ! J+ . l i _ er p it r oseadea _ • a„. it ' *PO *re II I 76 lc , • 44• 4j r s s 1 rr I I- - ` - .r - Y n 10 1 ear , i i RD CASTO .. e O r .+�-_ � a 4- .. -- P.ARQELW# 1305 0000012 S29, TD2N, P64W S30 , 102R, t 41t ► 4 . i,. 5 , "` .fir 1 , -. - O e is JW V : I " Ids. , l tit . sis J W � W - cc - . *� „saes : sop* CI I-17; el faillia _ , la ,..._ . ---- si I .vnit I : I lik I �__ _ 'a W.CR ,'16 - Agt i a zI g 1 vp ce 1,40 it- ci.) ,t; - a. I (73 Cllitic/22.3) 0 - ILVI 00 Os roe ri 932 -T02N , R6r}W d — - o • laid x . :a. Pipeline Crossing in Town of Hudson Floodplain Matador Pipeline Centerline a Reads �, 0 FEMA Flood Hazard Area LAND LLOYD 4 E Ial Town of Hudson Municipal Boundaries PARCEL; # 1 053 100004 04 CJ1rn_creek_FIQDdJ'arcels_Crossed ! N Q Other Parcels r PL SS S Section, Township Range " ti- t it, . C r „ 0 I 0 1 0 200 ..400 m Note: Displayed distances represent length v 6 ' of pipeline within each property boundary. - - - _-. - { ii! Feet H . - ___ -I DJ SOUTH GATHERING, LLC Project No ,: 200-127274-18004 D. lb TETRA T E C F -H MATADOR PIPELINE I Date - OC.T 16, 2018 o TOWN OF HUDSON FLOODPLAIN CROSSING Designed B RJR c www.tetratech room FLOODPLAIN J I N saa s �,�, e r stet, ire 1-E I' I CREEK Figure No_ La Longmont, Colorado BaSQ1 FEMA MAP PANEL #08123C2155E I o PHONE: (303) 772-5282 FAX: (303) 772-7039 T-- lage -ici I , --, i .„ i 'atirittli a di I Pipeline Crossing in Unincorporated Weld County Floodplain �'' ii Matador Pipeline Centerline `,iipRoads lir& H _1 - LL - - . i ii FEMA Flood Hazard Area I • _ i i Weld County Parcels Crossed in Floodplain _ . Other Parcels Town of Hudson Municipal Boundaries _*- .. ,� 0 PLSS Section, Township , Range ' wj w % 4.: .. ce ID ix I -di i _ 2 I fir- 2 IF 4101 ". _ — ... al- .cits a iii ' X I -- 7► 6 is , a i a.' a� � I i. _ _ - - .04 in E- Nape ida, D w F JONES RICHARD CAST° 0 f PARCEL #13053000001 t w r I ci. �d- % sere 4 - M 1 4 E • ' ; FDFyn e ill M It. a './f - 5. •�f 4 a 2 1110111%.* I - ? MaN +fir Q ' Itik 14 I Z 1 - 7 - - - - CC -i , a C R16 a = _ r 0 c ��e� 1 �a1 N IL- N TO Of , ' 0 0n c.3 r Ire O i rei Nd$ _ I n , 4 a , • �p , . 'I f 1.2 Note : Displayed distances represent length T 0 100 200 ' OO o o of pipeline within each property boundary. EiJ 11 Feet tu D,N SOUTH GATHERING, LI_C Project No : 200-127274-10004 E artTETRA TECH MATADOR PIPELINE Date: OCT 16, 2018 ( UNINCORPORATED WELD COUNTY FLOODPLAIN CROSSING Designed By: RJR a o www tetratech .com - r JIM CREEK FLOODPLAIN Figure No CNI 1900 S Sunset Street, Ste '1-E Gi Longmont, Colorado 80501 FE AAA MAP PANEL #08123 2155E 2 , 6 PHONE. (303) 772-5282 FAX; (393) 772-7039 ___r_ A.t$ ! 4L- II.'1�q- 1i wt 14 r - ---+- ii 11.a H u_:era '• r•'i"-IC ti,��`a# $ t lll Al* r `'°'�,'F. I Yom, - 'a `?�_ f r t , . r.yr•i.• {Lit aCe•1 el lrR Lr'r r.Wrt_MS lilltl H K It-'CSC �Ifi� r$ 4-_• 11'ttT1i_) -,� •7',F il P [''!il111T �L 1 111_! eY s I.- '11 Ij 'I.TA Tit sy .p. ; Iy, . r',Y 4 , : _ r_I Y.� , ,. r/:-►' s! 11,1 _ • _ • . _ w i , a• . • P1 hl I n 1 ,, .: • so I - F, ` .•'.1 ;I a. 1 ./ • s f a _• ,� . ._.. 1 - - s-3-p ..5 - n ' „'-'.rill ' , r, ..mo il • , I _ .. -.in_ CLL/C_1 . a ad-1 l s Cni. e �1 i ., .5' CC'� , .. f• "' s 1 t+ �1a_- 1r F' - _ al -i- • , Ill / N • -. _ (ta I 9 I . I. _ _ y �.c� i1 =f� 1AIMj • fi � ` /r yi py�.� 1iIJ �hett}yI � � ;- _ ' , : " ^ f•, a14�1_ 7.II a�11•�. 1 �iy, S17 4•. , «� Y '�;ILFs i•�'- � �^ P•*'1;= ■ _ 'f ,. = cti vaT a� /-t' i1r 1 • • 4 t.,ll..f y. 'r-.Z 11'a�r v 1/7 11_�_' i ,e 1 a- i15d�k_-' i 4 41 !_'f`ItM,1.a (l at _•i_'mai'' : 1, :-.- I IEGSvD 'i l+.41: „ fI ' r t• v-* a •.r J _� jII Imo+ . . • 1kaf i'1".airit a r I ali 1 li\\ •1 I` as ti,j'-_sS • k ..., .._ .. .i.e .... ._ „...rl • y , i 00 I• = 1 IN 1604Gli•J_ lM ' w •+ j I.I 1 -e- la e e �c -a _al•It r a ..s s: - - - 3 . . ` -t a * ,'r`:Sr u.�ir.�— +�� • Al , —1 i ..fres -"D, Nit 111 I' - r`} • . an.Sand - 9 ffr _ _ _ I I .. - xIL_ 'A - '11 4 El 1111 I } A. . Si tit i , ;Y•6 • lo¢ aloe* •a. _-. 4. . : - ••- - . I !. n..11. - 441 r•-+1, +t :044$4$$#--r• • 'KO g �i /7 r .. i '4,2 r ..ri//n a. ii 4-4, —� jr/ r g� I sto st! - µnma.canuo el •- I.PivIlCv4str al n . : ' - - -- f I Wei$'9!•! .r' I v �. u ,+I — e . Stilti004$7. .dl w , • •'DI .._ a{ .-• e e ._ .•r. In 1':J III!, 8 w a .1 .. ad t Cal "J 1 7(i f* i I • C f 1 fi3. r��: ir , A - ' , Iry .. e r ` ( 1•4•• n - , ti , I —1 I V CC ,...i H tare Vila* xis r nu t -al .e I4 .�,� =f T* _. .. ' a .1 Na l_•t Y/ - - LI - h IRA f 4060 - R -:. ii 1.$-Iil•l:lV W 4 r, • .. r ESA WW1 WARE,wta -..Itwr.aNO 52440-MD-031 Di SOUTH GATHERING al SOUTH GATHERING 16" MATADOR CRUDE OIL PIPELINE Uncased Onshore Crude Oil Pipeline > 60 PSI PSIG Crossing Barlow Calcs and Wheel Loading Stress Calcs a Weld County, WCR 16 Document Number: S24 40-PLaCAL-OD1O REVISION and APPROVALS Rev. Date Description By Chkd Appd f 1 8 10/26/2018 issued for Permit APL _ CWL CWL A 10/25/2018 Issued for Review -- APL CWL CWL Spartan Engineering, Inc. SPARTAN 12 345 West Alameda Parkway, Suite 205 ENGINEERING INC r Lakewood, CO 80228 (303) 658-0358 istoevt1/49 la ` I ` *r t� • t � S440 teal a I° Cr * ' 0 rte, ' ay r .� tieLtd 4 • Al• e l �f "; • . • C . a DJ SOUTH GATHERING 1S" MATADOR CRUDE OIL PIPELINE Barlow Calos and Wheel Loading Stress Calcs - Weld County, WCR 16 BARLOW CALCULATION - UNCASED CROSSING Uncased Onshore Crude Oil Pipeline > 60 P& G G Crossing EXHIBIT A CARRIER PIPE; CASING PIPE ; - N/A No Casing Outside Diameter in. (0) x.000 in Outside Diameter in. (0) Wall Thickness in. (t) X75 in Wall Thickness ins (1) E ' Material Specification X-60 Material Specification RI Minimum Yield Strength (S) 60, 000 pig Minimum Yield Strength (5) Design Factor (F ) 0 .72 Design Factor ( F) ' , Longitudinal Joint Seam Factor (E) 1 .00 Longitudinal Joint Seam Factor ( E) ' a Temperature Derating Factor (T) NIA FOR DOT 195 LIQUIDS PIPELINE Maximum Operating Pressure (MOP) 10 0 psig Design Pressure ( P) psig Contents ; Crude Oil The pipeline material and design must meet minimum Federal Safety Standards stated in 49 CFR: G2S Pipeline Part 192 Suhparl C . Liquid Pipeline Part 195 Subpart C . P = ((2xSx (tlD)) x (FXExT) P = ((2xSx (t / D)lx ( FxE) Design Factor (F): See 192A 11 Design Factor (F) : See 195. 106 Longitudinal Joint Factor (E) : See 192. 115 Seam Joint Factor (E): See 192. 106 Temperature Derating Factor (T): See 192. 113 Carrier Pipe : Casing Pipe: P = ((2XS X (t 01) X F E ) P = ( (2 X SX (t1D)) XFXE ) = ( 2 X 60, 000 psig X (6.375"/16, 006")) (0. 72) X (1 .00) = ( 2 X " psig X ("t")) (11) (1,) = 2 ,025 psig = psig Carrier Pie : The calculated Design Pressure of 2 ,025 psig is > the Maximum Operating Pressure of 11480 psig . et : . O11•. rot v r 1 ,11. . %Ii 4 1/46 ■ { 4 H .R r- a — _ !rut j°; Y .4401:644 1� 49 Ail rye N14 r1Arlittitlie i toCt . 11f Engineers Signature - .` ; ` Date E Issued for Permit 26-Oct-2016 API MIL COIL NIA N/A A Issued for Review 26-Oct-2018 APL OWL CWL N/A N/A Rev I Issued for Date I By Checked Approved PM Client Document Number: SPARTAN TAN ENGINEERINGp Inc. SPARTAN 123461Alameda Pkwy Suits 206 ENGINEERING INC Lakewood CO 8022 52440-PL-CAL-0010 (303 ) 658-035S Project DJ South Gathering - � �" Matador Pipeline TECIINICAL � Location pate OLEOXES W R 16 , Weld County , CO 10/2612018 API 1102 - Liquid Fipeirne Crossing Highway PIPE AND OPERATIONAL DATA: SITE AND INSTALLATION DATA: Operating Pressure [psi] 1480 Soil Type: Soft to medium clays and silts with high Operating n Temperature a� � �� plasticities p [ ] E' - Modulus of Soil Reaction [ksi] 0.2 Pipe Outside Diameter [in] 16. 00 Er - Resilient Modulus [ksi] 5. 0 Pipe Wall Thickness [in] 0. 375 Average Unit Weight of Soil [lblfti 120 Pipe Grade : X60 Pipe Depth [ft] 10 Specified Minimum Yield Stress 60 , 000 Bored Diameter [in] 22 . 0 Design Factor 0.72 In sta I IationTemperature [4F] 60. 00 Weld Joint Factor 1 . 0 Design Meel Load from Single Axle [kips] 12. 00 Pipe Class: Seamless Design Wheel Load from Tandem Axles [kips] 10.00 Young' s Modulus for Steel [ksi] 30 ,000 Pavement Type: Flexible Poisson's Ratio for Steel 0.30 Impact Factor Method : ASCE - Highway Coefficient of Thermal Expansion [per4 F] 0.0000065 00 RESULTS: Hoop (Barlow) Stress [psi] 31 , 570 Maximum Circumferential Stress [psi] 06 , 509 Allowable Hoop Stress [psi] 43 , 200 Maximum Longitudinal Stress [psi] 3 , 764 Stiffnes Factor for Earth Load Circumferential Stress 2 , 382 Maximum Radial Stress [psi] -1 , 480 Burial Factor for Earth Load Circumferential Stress 1 . 14 Total Effective Stress [psi] 35 , 657 Excavation Factor for Earth Load Circumferential Stress 1 , 56 Allowable Effective Stress [psi] 40,200 Circumferential Stress from Earth Load [psi] 4,677 Impact Factor 1 . 35 Stress [psi] Calculated Allowable. PASS/FAIL Highway Stiffness Factor for Cyclic Circumferential 17.20 Hoop X1 , 5733, 00 PASS Effective 35,657 43 ,200 PASS Highway Geometry Factor for Cyclic Circumferential 0. 62 rGirth Welds :999 .61640 PASS Cyclic Circumferential Stress [psi] 999 Long , Welds 1911 16, 560 PASS Highway Stiffness Factor far Cyclic Longitudinal Stress 13, 50 atOt \J:k Highway Geometry Factor for Cyclic Longitudinal Stress 0,72 '..," a' N$°utr i Cyclic Lonigtudinal final Stress [psi] 911 f4 _ ,01( y g 1 _ Notes: LINE PIPE : 16 .00" O . D . 4, 261 '' W.T, , API 5L , PSL 2 , X-60, ERW, W/ 14-16 MILS FBE 4, HDD PIPE : 16 . 00" O . C. 0.375" W.T. , API 5L , PSL 2 , X-60 , ERW, W/ 14-16 MILS FEE & 30-40 /½. a<t W *1rt MILS ARO " ;,r'�.,i•t , POpb � ' ,• ` L, Reference: API RP 1102 Steel Pipelines Crossing Railroads and Highways �� C erne*DI t!i,} , n 1r \t<-4-' Prepared By Adam Lockard Approved By F Revision : ti 0: t 4426570 08128/2018 02 : 54 PM Total Pages: 4 Rec Fee : $28 00 Carly Koppes a Clerk and Recorder , Weld County, CO RIGHT-OF-WAY GRANT THIS RIGHT-OF-WAY GRANT ("Grant ') is made this S day of 3.41:1 _ _ , 2018, from Lloyd Land, whose address is 12501 Riverdale Road, Brighton, Colorado, 80602 and Llola Land Airport, LLC, a Colorado limited liability company, whose address is 12501 Riverdale Road, Brighton, Colorado 80602 ("Grantor," whether one or mote), to ILI South Gathering, LLC, a Colorado limited liability company, whose address is 1600 Broadway, Suite 2400, Denver, Colorado 80202 ("DISC"). FOR AND IN CONSIDERATION OF Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor hereby grants, conveys and warrants unto D]SG, its successors and assigns, a perpetual non-exclusive right-of-way and easement to survey, construct, maintain, inspect, operate, repair, replace, alter, modify, reconstruct, mark, monitor, abandon or remove and release, at MSG's election, one pipeline not to exceed sixteen inches (16") in nominal diameter, electric power lines used solely for pipeline operations, data transmission lines used solely for pipeline operations and equipment, and all appurtenances, below andlor above ground, including but not limited to, cathodic protection equipment, valves, traps, meters, and other equipment necessary or convenient for the transportation or transmission of oil, gas, petroleum products, water, electricity, electronic data, hydrocarbons and any other substances, whether electronic, fluid, solid or gaseous, and any products, derivatives, com b i n atio ns or mixtures of any of the foregoing, in, on, over, under, through and across the fallowing described lands located in Weld County, State of Colorado, to wit: TOWISSIIIP 2 NORTH, RANQE 64 WEST,k ' P. M . Section 31 : Part of the E2 Also known as Parcel lt 13053140 ] 037, 130531400035, 130531100032, 130531000027 and 130531100004 by the Weld County Assessor' s Office 1 . Rielht -of Wav° Location. The route and course of the right-of-way and easement conveyed hereby ("Right- of-Way Lands") are more generally depicted on Exhibit "A" attached hereto and made a part hereof. The width of the Right-of-Way Lands is Seventy feet (74') during construction, and subsequent to construction the width of the Right-of- Way Lands is Thirty feet (30'). If there is a deviation in the Right-of-Way Lands as constructed, then DJSG shall record a Notice of Pipeline Location along with an as-built survey plat to amend the description of the Right-of-Way Lands. DJSG shall not install permanent above ground surface appurtenances without the written consent of Grantor, which consent will not be unreasonably withheld by Grantor. Notwithstanding the foregoing, DJSG shall be allowed to install pipeline markers, test leads, corrosion control devises, and other above ground surface appurtenances as required by federal, state or governmental regulations. 2.. ` erne*rte Work Specs During construction of the pipeline(s) or future operations DJSG may require, from time to time, additional temporary work space parallel and adjacent to the Right-of-Way Lands to construct, maintain, inspect, operate, repair, replace, alter, modify, reconstruct, mark, monitor, abandon or remove the pipeline together with ail appurtenances. Grantor agrees to negotiate in good faith DISG's use of such additional temporary work space as reasonably necessary to conduct such tasks in exchange for reasonable additional compensation. Any additional temporary work space requested by DJSG located outside of the width of the Right-of-Way Lands during construction shall terminate no later than 90 days after initial disturbance, 3. Pipeline Depth and Reclamation. At the time of construction and installation, the pipeline will be buried at a depth of not less than sixty inches (60") below the surface of the ground. To the extent reasonably practicable and within a reasonable period of thne after completion of construction, DJSG shall level, restore, compact, reseed and reclaim any lands affected by DJSG's operations to the condition that existed at the time immediately prior to the placement of DJSG ' s pipeline. DJSG agaves to warranty all reclamation work on Grantor's lands for a period one year after completion of initial reclamation . DJSG shall bore under all cement or other ditches, canals, runways and taxiways serving the subject property, =less otherwise approved by Grantor, which approval shall not be unreasonably withheld. DJSG shall repair and/or restore any fence(s) on or adjacent to the Right-of-Way Lands that are removed or severed by DJSG during the course of the operations provided for in this Grunt to the condition such fence was in prior to its removal or severance by DISC'.. If necessary to prevent the escape of Grantor' s livestock, DJSG shall construct temporary gates or fences in those areas affected by MSG ' s operations as provided for in this Grant. 4. Warranty. Grantor represents to DJSG that Grantor is the sole owner in fee simple of the Right-of-Way Lauds subject to the burden of this want and that Grantor has full right, power and authority to enter into this Grant. Grantor makes no warranty of title. 5. Surface Modification. DJSG shall have the right from time to time to cut, mow, or otherwise remove all trees, undergrowth, vegetation, and other obstructions from the Right-of-Way Lands or temporary work space that in its judg;rnent may injure, endanger, or interfere with the exercise by DJSG of the right, privileges and rights-of-war and easements hereby granted. Grantor agrees not to increase or decrease the since elevation on the Right-of-Way Lands without DJSG's prior written permission, which shall not be unreasonably withheld. Grantor agrees not build, create, construes permit to be built, any obstruction, building, fence, reservoir, engineering works or other structures or improvements over, under, on or across the Right-of-Way Lands without the prior written consent of MSG, which shall not be unreasonably withheld. Notwithstanding anything to the contrary contained herein, if any proposed obstruction, building, fence, reservoir, engineering works or other structures or improvements proposed by Grantor endanger the integrity or safety of the pipeline provided for herein or prohibit or create an unnecessary burden on DJSG ' s ability to safely operate its pipeline, DJSG, in its sole discretion, shall have the ability to withhold consent to build such obstruction, building, fence, reservoir, engineering works or other structures or improvements. 6. Consideration and Rcirnhr?n Gana. Grantor agrees that the consideration paid for this Grant includes l'uJF and final compensation for all anticipated damages to Grantor' s lands, crops, timber, fences, buildings, or other 4426570 08/28/2018 02 : 54 PM Page 2 of4 improvements of Grantor and/or its tenant or lessee resulting from the exercise of the rights herein granted, Notwithstanding anything to contrary contained herein, consideration paid for this Grant does not include unanticipated damages to Grantor' s lands caused by DJSG 's exercise of the rights herein granted. Grantor shall be solely responsible for making settlement with any such tenant or lessee for any share of the consideration paid by DISC. DJSG shall deal exclusively with Grantor and shall never be required to deal with or pay any consideration} damages or other compensation lo any such tenant or lessee. DJSG shall be obligated to pay for, repair, replace or otherwise compensate Grantor for any damages resulting from DJSG's future construction or other activities and operations on the Right-of- Way Lands, except for any damage to structures or improvements placed in the Right-of-Way Lands contrary to the terms contained herein. 7. Rights, Privileges and Benefits. DJSG shall have all rights, privileges and benefits reasonably necessary or convenient for the full use and enjoyment of this Grant, including but not limited to the rights of ingress and egress over and across Grantor' s lands lying adjacent to the Right-of-Way Lands for any and all purposes necessary or incidental to exercising DJSG's rights hereunder, DJSG agrees to give Grantor reasonable notice prior to entering the lands, except for emergency situations. Grantor shall have the right to use and enjoy the Right-of-Way Lands, subject to the rights herein granted. R. T ,,M.j1t gc_s andLi y.. Grantor agrees that at MSG 's option, DJSG may pay and discharge any taxes, mortgages or liens existing, levied or assessed on or against the lands burdened by this Grant. If DJSG exercises such option, DJSG shall be subrogated to the rights of the party to whom payment is made, and in addition to its other rights, may reimburse itself out of any amounts otherwise payable to Grantor from MSG . 9. cr ;grecmcnts. This Grtuit is mjJe pursuant to the terms of that certain "Compensation Agreement for Right-of-Way Grant" dated the 5 day of ±► JI_�- , r :27o 18, i 0. Modification. This Grant cannot be mod i f ed, except by an in strum cn t in writing signed by Grantor and by an authorized representative of DJSG. ] 1 , As$i rip qu. The rights granted herein may be assigned in whole or in part, and the terms, conditions, and provisions of this Grant area covenant running with the land and shall extend to and be binding upon the successors and assigns of Grantor and of DJSG. DJSG shall notify Grantor of any assignment, in wilting, within 90 days after such assignment. 12. Indemnification. DJSG shall indemnify, defend and bold Grantor harmless from and against any and all claims, suits, liabilities and expenses related to injury or death of persons or damage to property occurring as a direct result of DJSG's exercise of the rights granted herein, except to the extent such injury, death or damage were caused as a result of Grantor's negligent or willful misconduct, 13, Insurance. At all times that this Grant is. in forte and effect, DJSG agrees to maintain commercial general liability insurance in accordance with applicable law. At the time of execution of this Grant, a copy of such insurance has been provided to Grantor. 14. Rtecon1inj, DJSG shall record an original of this Grant in the records of the County in which the Right-of- Way Lands are located. 15. Choice Laws. This Grant is to be construed in accordance with the laws of the State in which lie the lands covered by this Grant, without giving effect to any choice of law principles that impose or attempt to impose the law(s) of another jurisdiction, Venue for all proceedings shall be in Weld County, Colorado. 16. counterpa as . This Grant may be executed in counterparts, each of which shall be considered one and the same agreement, Facsimile signatures shall be accepted the same as an original. A photocopy of this Grant may be used in any action brought to enforce or construe this Grant, IN WITINIESS WHEREOF, Grantor has executed, agreed to and delivered this Grant as of the date first above written. (Remaining portion of this page intentionally left blame signature page to follow) 4426570 08/28/2018 02: 54 PM Page 3of4 Grantor: Lloyd Land Skoekemo ^ JJ By: Lloyd Land Lloyd Land Airport, LLC, a Colorado limited liability company I By: Lloyd Land Title: Manager/Member D AG: DJ South Gathering, LLC, a Colorado limited liability company ByI :. 4 , Title : Acknowledgements STATE OF COLOR/WO) } ss. COUNTY OF ) The foregoing instrument was aclthowledged bemire me this +da of , 2018, Lloyd Land, individually and as Manager/Member of Lloyd Land Airport, LLC, a Colorado limited li 'bity company. Witness my hand and official Seal. DLLCCE taisaeLau ' iPI EN NOTARY PUBLIC My Commission Expires: ( STATE OF COLORADO ' +'Cp�'fl Sit Notary Public: _ STATE OF COLORADO COUNTY OF DENVER The foregoing instr i nent w cknowlcdged before me this t dada,day of - 2018, by"2o c a n i j H i . as �-C) of TM South Gathering, LLC, a Co rado limited liability company, Witness my hand and official Seal., (SEAL) My Commission Expires: Ali l_q LAMM BISHOP M)/ PUBLIC -S TATE OF COLORADO My kletitestkr 20154015513 Expfres 441 7, 2019 Notary Public: = + . 4426570 08/28/2018 02: 54 PM Page 4 of 4 EXHIBIT "A " _______ 1 II N 1/4 CORE SEC. 31 I I FOUND 3-1/4" ALUMINUM CAP - POINT OF NE CDR. SEC. 31 STAMPEW "PLS 131 ' TERMINUS FOUND 3-1 /4" ALUMINUM CAP — N 58.5s354 E * 644D- .411 STAMPED "LS 23526" ;VCR 16 1 ,079.011 I (TiE)I CENitPLINC LINE TABLE TuNfl i BEARING. D' 'i'r+ t_ ..i u N OCT20r37 w 1 , 16745 I L3 N 20',?SW 4,10.3.93 ( LLOYD LAND lb il PARCEL # i in 130531100004 1305131000027 # RIGHT—OF—WAY 1%30531100032 CENTERLINE 13051,3%40035 SEE DETAIL ''A" • 130531401037 mit eto I C ,i , g lI Ul E 1/4 COR. SEC. 31 1I FOUND 3-1 ,x"4" ALUMINUM CAP F • STAMPED "LS 23520' 1i ._ - _ — tom M'i Mfr ra "5 0 tallier 6 Iiri GIVP - (NI its:R.- 6 0 ., t'yl SCE DETAIL 'S' - 8 La 3 tiu S 1/4 COR. SEC. 31 FOUND 1-1 /2" ALUMINUM CAP -- STAMPED "LS 25937' FORE'+t N PIPEUNE 1 .038.921 (uI4RN1 4a CT1'E) ' s 084119" MN 2,8x49.55' SE COR. SEC. 31 POINT OF FOUND 3-1 /4" ALUMINUM CAP BENNNING STAMPED "LS 2352D" . 15' 15' POINT OF , I RE—EN 11 Y#il iec tl NOO2D'37. W It (nE) I ka iI - � i PONT OP OaT I I DETAIL W * , AIL "3. i — I _ t = �T. i WITS. NM. sj 0 1000' 2000° vir SCALE: 1 " - 1000* MITES; 7, I 31I 6a t _ NOTICE: ACCO19DING► TO COLORADO LAW YOU I I ' MUST COMMENCE ANY LEGA- ACTION BAWD 'L~ AHD DEFECT IN THI s sunvry wITNINTHPIEtE YEARS M IER YOU FIRST CISCcVFII &jot [DEFECT, 1 : THIS E1NfiIsIT WA& PREPARED YYITHOUT THE P,_;__ BENEFIT OF A TIRE CONNIITMENTAN[ ,titi{.'ti`w, ANA THEREFORE LW SURVEY CO 1-tM NOT E. _�- D lali, Licari,- is 11111 G4 RESE ARCH EC 94i si-lowN ANY OTHER Cr - wad EASEMENTS. R* ITS-OF-wAY, VAR{AWCEs AND on W tilts ` " `, tit, .AGFIEEMENTS I FIECE1RD EXCEPT AS SKIM for. HERE+JN: + SECTION MAP .o.Is. J. THE LOCATION ANQ ALIGNMENT of BURIED UTILITIES SHOWN HEREON WAG ElAsED0N VISIBLE , Ili 81 E7281 w PV. 7 5, SURFACE PACE WE. MERE MAYBE uTILITIE$ oft n I ,0 0 .At IVr'RI E14'1E',•i5 IKI F LW I IJ'r vEY W OR THE 1� 0 ,d. .� � .�+ T+�T>tI,l. FOOTAGE ? ROCS: 6., 71 .,38' / 31948 RODS SURVEYOR OF RECORD ARE UNAWARE OF'. S 11 ' 01 et 7`M r. �_ THE BEM1I S SHOWN kEREON WERE ! i / 1 1 PERMANENT EiIGHT-+ F yitJ�Y ACREAGE 63 AC . ESTABLISHED BY COLORADO STATE PLANE �'I4> IP tr. . _ ARENOFI do EMI E I I I Yt �iIt • A . I.,NOV.-z4- �E . To �1ISIAN+ Ir l �s I!?U mucus I b `� � ,,`r~� in THIS SYMBOL DOES NAT R[PFHE•SSJV1 A MONUMENTED LINE. VALUES MEN t-EAEOV BY N. '9 $'�"MeI(11. ONLY 01 PtK;TS Jti CHANGE E IN DIRECTION S MIS EXfrial1? Y4I PREP ARV) LANDUI TITS Skin IPVISIOn-OFDJIRRENA, Air4.11EFIStOFIFF, Ft S DJ SOUTH GATHERING • 2M. FDAObi04PHAIF OF LW SL VE, Ca. LLB �, ! � .o. I0#5 Yrl( AlmarlA I°!!L'wrr_j'1IE;.. eft tAxEwi olo-, 60 1 '1� 1N, L A Pt€4M . 11at$EXWIIII IS NW .A, L.A�;'I� SURVEY Pt Air fR EXHIBIT "A" - RIGHT-OF-WAY LANDS SUITE 208 nowE41kM!I SUAVE! RAI AND 1S NOT ff1BC 1 REUE13 UPON F{7R THE I€31AEt4I MIME 1 OF LANDOWNER; LLOYD LAND LAKEWOOD CO, 911+228 nArituvrvent PART OF THEE 112 OF SEC . 31 LW Profact Na. 8244Q Cf WWI'Or PAW MEV,C;taii I ti MATADOR PIPELINE 1 Ta02N, F184111 , 6TI't P.M WELD COUNTY. COLORADO by: J4 REV: I Detriwrittil 4426569 08/28/2018 02 : 54 PM Total Pages: 4 Rea Fee: $28 00 Carly Rennes - Clerk and Recorder, Weld County , CO RIGHT-OF-WAY GRANT THIS RIGHT-OF-WAY GRANT ("Grant") is made this II day of s) I , 2018, from Richard Caste .Tones and Richard N. Oh no, whose address is 24963 County Road 16, Keenesburg, Colorado, 80643 ("Grantor," whether one or more), to DJ South Catheriag, LLC, a Colorado limited liability company, whose address is 1600 Broadway, Suite 2400, Denver, Colorado $0202 ("DJSG"). FOR AND IN CONSIDERATION CF Ten Dollars (510.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor hereby grants, conveys and warrants unto DJSG, its successors and assigns, a perpetual right-of-way and easement to survey, construct, maintain, inspect, operate, repair, replace, relocate, alter, modify, change the size of, reconstruct, mark, monitor, abandon or remove and release, at DJSG 's election, one ( I) pipeline not to exceed sixteen inches (16") in nominal diameter, electric power lines used solely for pipeline operations, data transmission lines used solely for pipeline operations and equipment, and all appurtenances, below and/or above ground, including but not limited to, cathodic protection equipment, valves, traps, meters, and other equipment necessary or convenient for the transportation or transmission of oil, gas, petroleum products, water, electricity, electronic data, hydrocarbons and any other substances, whether electronic, fluid, solid or gaseous, and any products, derivatives, combinations ix mixtures of any of the foregoing, in, on, over, under, through and across the following described lands located in Weld County, Stale of Colorado, to wit: .rowNSIlliP 2 .NORTFLRAN E WEST' C" P.M. Section 30: Part of the SE4 Also known as Parcel 4 130530040012 by the Weld County Assessor's Office 1 . Rights-oniraysInion. The route and course of the right-of-way and easement conveyed hereby ("Right- of-Way Lands") are more generally depicted on Exhibit "A" attached hereto and made a part hereof. The width of the Right-of-Way Lands is Seventy-five feet (755 during construction, and subsequent to construction the width of the Right-of-Way Lands is Thirty feet (30'). If there is. a deviation in the Right-of-Way Lands as constructed, then DJSG shall record a Notice of Pipeline Location along with an as-built survey plat to amend the description of the Right-of- Way Lands. 2. Temporary Work5gactst. During construction of the pipeline(s) or future operations DISC may require, from time to time, additional temporary work space parallel and adjacent to the Right-of-Way Lands to survey, construct, maintain, inspect, operate, repair, replace, alter, modify, reconstruct, mark, monitor, abandon or remove the pipeline(s) together with all appurtenances. Grantor agrees to negotiate in good faith DJSG's use of such additional temporary work space as reasonably necessary to conduct such tasks. 3 . Pipeline Depth and Reclamation. At the time of construction and installation, all pipeline(s) will be buried at a depth of not less than forty-eight inches (4$") below the surface of the ground. To the extent reasonably practicable and within a reasonable period of time after completion of construction, DJSG shall level, restore, reseed and reclaim any lands affected by DJSG 's opetatiotts to the condition that existed at the time immediately prior to the p lace me nt of DJSG's pipeline(s). DJSG shall repair and/or restore any fence(s) on or adjacent to the Right-of-Way Lands that are removed or severed by MSG during the count of the operations provided for in this Grant to the condition such fence was in prior to its removal or severance by DJSG, If necessary to prevent the escape ofGrantor's livestock, DISC shall construct temporary gates or fences in those areas affected by DJSO ' s operations as provided for in this Grant. 4. �i . Grantor represents a.nd warrants to DISC that Grantor is the sole owner in fee simple of the Right-of-Way Lands subject to the burden of this Grant and that Grantor has full right, power and authority to enter into this Grant, Grantor hereby warrants and agrees to defend title to the Right-of-Way Lands subject to the burden of this Grant. S. Surface Ik4odification. DJSG shall have the right from time to time to cut, mow, or otherwise remove all trees, undergrowth, vegetation, and other obstructions from the Right-of-Way Lands or temporary work space that in its judgtnent may injure, endanger, or interfere with the exercise by DJSG of the right, privileges and rights-of-way and easements hereby granted, Grantor agrees not to increase or decrease the surface elevation on the Right-of-Way Lands without DJSG's prior written permission. Grantor agrees not build, create, construct, permit to be built, any obstruction, building, reservoir, engineering works or other structures or improvements over, under, on or across the Right-of-Way Lands without the prior written consent of DISC. 6. Con. idci_sing and Reimbursement. Grantor agrees that the consideration paid for this Grant includes full and final compensation for all anticipated damages to Grantor's lands, crops, timber, fences, buildings, or other improvements of Grantor and/or its tenant or lessee resulting from the exercise of the rights herein tented. Grantor shall be solely responsible for making settlement with any such tenant or lessee for any share of the consideration paid by DJSG. DJSG shall deal exclusively with Grantor and shall never be required to deal with or pay any consideration, damages or other compensation to any such tenant or lessee. DISC shall be obligated to pay for, repair, replace or otherwise compensate Grantor for any damages resulting from DJSG 's future activities and operations on the Right-of- Way Lands, except for any damage to structures or improvements placed in the Right-of-Way Lands contrary to the terms contained herein, and Grantor shall pay for, reimburse, indemnify and hold DJSG harmless from any and all claims or damages resulting from Grantor's activities on the Right-of-Way Lands, 7.. Righititi, Privilcg i and 3enefi _ DJSG shall have all rights, privileges and benefits necessary or convenient for the full use and enjoyment of this Grant, including but not limited to the rights of ingress and egress over and across Grantor's lands lying adjacent to the Right-of-Way Lands for any and all purposes necessary or incidental to exercising DJSG's rights hereunder. Grantor shall have the right to use and enjoy the Right-of-Way Lands, subject to the rights herein granted. In the event that the lands subject to this Grant requires a permit from the Colorado Department of 4426569 08/28/2018 02 : 54 PM Page 2 of 4 Transportation (COOT) for access from, or crossing under, CDOT-controlled roads, DJSG shall have permission to sign the application and permit as Agent on behalf of Permitee and shall be bound by the terms of the permit. 8. 'Tastes. Mortgages and Liens . Grantor agrees that at DJSG`s option, DJSG may pay and discharge any taxes, mortgages or Hens existing, levied or assessed on or against the lands burdened by this Grant. If MSG exercises such option, DJSG shall be subrogated to the rights of the party to whom payment is made, and in addition ta its other rights, may reimburse itself out of any amounts otherwise payable to Grantor from DJSG. 9. t fir_ Ativements. This Grant is made pursuant to the terms of that certain "Compensation Agreement for Right-of-Way Grant" dated the I 1 day of171.4„3, , 2018. 101 Nrl ifcation. This Grant cannot be modified, except by an instrument in writing signed by Grantor and by an authorized representative of DJSG. 11 . A sigrrrrreent. The rights granted herein may be assigned in whole or in part, and the terms, conditions, and provisions of this Grant are a covenant running with the land and shall extend to and be binding upon the successors and assigns of Grantor and of MSG. 12 . Recording. DJSG shall record an original of this Grant in the records of the County in which the Right-of- Way Lauds are located. 13 . Choice_ ws, This Grant is to be construed in accordance with the laws of the State in which lie the lands covered by this Grant, without giving effect to any choice of law principles that impose or attempt to impose the law(s) of another jurisdiction. 14. Couriirts. This Grant may be executed in counterparts, each of which shall be considered one and the same agreement. Facsimile signatures shall be accepted the same as an original. A photocopy of this Grant may be used in any action brought to enforce or construe this Grant. IN WITNESS WHEREOF, Grantor has executed, agreed to and delivered. this Grant as of the date first above written. Grantor Richard Carta Jones kind Richard N. Ohno i A • ca) Z9A Bye Richard Caste Jones )93 frill? r'd N. Ohno DJSG ICJ South Gathering, LLC, a Colorado limited liability company By: 2,03 n IN S Title: Cyro 4426569 08/28/2018 02: 54 PM Page 3of4 Acknowledgements STATE OF COLORADO ) ss. COUNTY OF * c ) The foregoing instrument was acknowledged before me this J/AJ day of .c , 20181. by Richard Casto Jones and Richard N. Ohno. Witness my hand and official Seam �JS E& . JUOI A. MCGILL My Commission Expires: ,r� �} �r�T�a� �r�a��c l G019 STATE OF COLO$.AoO NOTARY 10 a isa5+1111010 MY omit:441141N vim JULY 27, 20v) Notary Public: STATE OF COLORADO ) COUNTY OF DENVER ) The forpgQiNsu cnt wis, acknowledged before me this of 7,1j1. , 2018 by a of.IX South Gathering, LLB a Corarado limited liability co any. Witness my hand and official Seal. (SEAL) My Commission Expires: 'q1 JO " LALEN+A MCP .l TARP LE C-STATEOF ? �.� L2waitalmi 201540155,3 DPIndllisti , Notary Pub1 ic.L. s_' 4426569 06/28/2018 02: 54 PM Page 4 of 4 EXHIBIT "A" I C COR.FOUND 30 I FOUND COR. SEC. , a FOUND 2 I ALUMINUM CAP ALUMINUM CAP - i STAI•iPED STAMPED 'LS 13155' "PIS 259137" N a6'Z#" E 2,840.92' 37-1" I re I I CENTERLINE LINE TABLE I NE 1 BEARING DISTANCE Ir L1 U x'20 37 W 60.88 L y N 1700'45` w 1 ,054.52' , .R1 ill4 to- tN Igao 4:1 csii citi,s- 16 tu mil IttC ' POINT OF TERMINUS l ilia t. 3 NA zI ' NIN RICHARD RICHARD N. Ct r,� \ PARCEL 11305300 12 mac. / %V \\Ic '.ikt'"r RIQ' T-OF-WAS; (NTUtNE he/ 4 1k SEE DETAIL IIIA 0/1 en NN "re 11 1 ,79,01 ' CrIEI _ S 86'53136 W 2440.31 ' NJ+ • , i rf S. UUNE OF SE 1 /4 SEC, JO POINT Or BEGINNING SE COR, SEC. 30 S 1 /4 COR. SEC. 30 BASS OF BEARINGS FOUND .3-1 /4" FOUND 3-1/4* ALUMINUM CAP ALUMINWU CAP STAMPED STAMPED "LS 23520` "PLS 13155" (, I Ility SCR 1 II lir t 1 0 500' 1000' w. 1 iii !EiiimiliZ ‘ .7t rat, \i„,_ ky SCALE: 111 = 500' 5 ,S 5• a NOTE'S: 30 I NOlICt ACCoRDING TO COLORADO LAW YOUg iii ■ re -� — MUSTCQMMENC-E ANY LEGAL ACTION BASED a , i ti UPON ANY DEFECT IN THIS SURVEY WITHIN THREE N.T.S. `TEARS AFTER YOU FIRST DIS OVER SUCH DEFECT. y..7 2. !HIS EXI.1811 WAS PREPARED sow THE R tilt eENERT OP A TITLE COMMITMENT AND . �,, ,�� THEREFORE LW SURVEY CO HAS NOT +„; R,ESEARCHEDOR SHOWN ANY OTHER -�i; r, le �� EASEMENTS. RIGHTS-#-'MAY, VAFIIANCES AND OP wpm. + e_ ri 1 t1� AGREEMENTS OF RECORD EXCEPT AS SHOWN !e ;:1wtL HEREON ''�,5 r MnC' le IW > _ a THE LOCATION MD ALIONMENTQF BURIED : +� € "I UTILITIES SHOWN HEF ,ON WAS BASED ON VISIBLE - SURFACE EVIDENCE THERE MAY BE (mums OR Q 2 cr 38 g of 'x t Al. T 3'_ IMPROVEMENTS THAT LIN SURVEY CO. OR THE II' zy i 0isTOTAL FOOTAGE I P008: 1 ,11S 40' 107,00 RODS SURVEYOR OF HECORD ARE UNAWARE OF. 4, THE 8ARINGS SHOWN HEREON WERE �ilIy 'VI et i I,a, PERMANENT RIGHT-OF-WAY ACREAGE: tJ. ''i' AG ESTASUSHIED BY COLORADO STATE PLANE °It �, '" NORTH, NAO S3 ALL DISTANCES : IOWN HEREON �I.I, i siwie c* .a CES FEET TO OBTARE 0440 AIN GROUND DISTANCES ULTIPL ' Icy �� SYMBO a THIS anima L ONLY PICTS A A i+GE IN DIRS NOT REPRESENT A ECTION TED iJNE, VALUES COEN HEREON BY I =MA S THIS EXHIBIT WAS PREPARED U-NDER THE -- SUPERVISION OF DARREN R WMTERETORFF. PLS DJ SOUTH GATHERING, LL. i 38eSf, FOR AND OM BEHALF OFLW SURVEY CO , _ 1,1NSL1rveyCo. I 234 4Y AL AMEDA MIN_ STE xf, LAKEWOOD. EXHIBIT "A'' - RIGHT-OF-WAY L�kM�} :412345 W. �A. POPE CO THIS EXHIBIT IS NOT A LAND SURVEY FLAT ORf, SUITE SOB 1MPRoVEMEt+1TSURVEY PLAT AND IS NOT TO BE iiiLAKEWOOD O $Q RELIED UPON FOP, T4�E ESTrM.BLismmf; 1T OF LANDOWNER: RICHARD CASIO JONES & RICHARD N OHNO I 'ENCELSUL , QR OTHER FUTURE Ih+IPFIGV'EMENT$ PART OF THE SE 114 SI` 30, LW Project PS. 52440 Drawn by.PJH L1ete:ttn is MATADOR PIPELINE Ta2N, RS4 , WELD COUNTY, COLORADO by: J REV. I •omit 0771 Ili R Colorado Secretary of State Filed Date and Time : 01 / 17/2018 12 : 10 PM Document must be filed electronically. ID Number : 20181042010 Paper documents are not accepted. Fees & forms are subject to change. Document number: 20181042010 For more information or to print copies Amount Paid : $50 .00 of filed documents, visit w.sos.state.co.us , ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization filed pursuant to § 7-80-203 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.) I . The domestic entity name of the limited liability company is DJ South Gathering , LLC (The mane of a limited liability company must contain the term or abbreviation "limited liability company ', 1+ltd liability, company ", "limited liability cc. "� "ltd, liability co, n, "limited ", `'I,i. c, ,rF "1k ", or "Pd. ". See P-90-601,-601, CRS) (Caution: The use of certain terms or abbreviations are restricted by law. Read instructions for more information) 2. The principal office address of the limited liability company's initial principal office is Street address 1600 Broadway (Street number and name) Suite 2400 Denver CO 80202 (City) (State) ('ZIP/Postal Code) United States (Province — if applicable) (Country) Mailing address (leave blank if same as street address) (Street number and name or Post Office Box information) (City) (State) (ZIP/Postal Code) (Province — if applicable) (Cattalo)) 3 , The registered agent name and registered agent address of the limited liability company' s initial registered agent are Name (if an individual) (Last) (Find) (Middle) (Suffix) or (if an entity) AFB Midstream , LLC (Caution: Do not provide both an individual and an entity name.) Street address 1600 Broadway (Street number. and name) Suite 2400 Denver co 80202 (City) (State) pp Code) Mailing address (leave blank if same as street address) (Street number and name or Post Office Box information) ARTORG_LLC Page 1 of 3 Rev. 12/01 /2012 Co (City) (Stale) (ZIP Code) he following statement is adopted by marking the box.) The person appointed as registered agent has consented to being so appointed. 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) Past) (First) (Middle) (Suffix) or (if an entity) ARB Midstream , LLC (Caution: Do not provide both an individual and an entity name) Mailing address 1600 Broadway (Street number and name or Post Office Box information) Suite 128 Denver CO 80202 (City) (State) 1P/Postal Code) United States (Province — if applicable) ( ount,y) (If the following statement applies, adopt the statement by marking the box and include an attachment.) The limited liability company has one or more additional persons forming the limited liability company and the name and mailing address of each such person are stated in an attachment. 5 . The management of the limited liability company is vested in (Mark the applicable box.) one or more managers. or r the members. 6. (TheMM Mowing statement is adopted by, marking the box.) There is at least one member of the limited liability company. 7. (}f the following statement applies, adopt the statement kv marking the box and include an attachment) This document contains additional information as provided by law. 8, (Caution: Leave blank if the document does not have a delayed effective date. Stating a delayed effective date has significant legal consequences. Read instructions before entering a date.) (If the following statement applies, adopt the statement by entering a date and, if applicable,. time using the required format) The delayed effective date and, if applicable, time of this document is/are (mrn/dd/yvy hour:minute wn/pm) Notice: Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual iscausing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C .I . S ., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes . ARTORG_LLC Page 2 of 3 Rev. 12/01/2012 This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not such individual is named in the document as one who has caused it to be delivered. 9. The true name and mailing address of the individual causing the document to he delivered for filing are Newburn Ryan (Last) (First) (Middle) (Suffix) 1550 Larimer Street (Street number and twine or Post %ice Box information) Suite 128 Denver CO 80202 (City) (State) (ZIP/Pasta! Code) United States (Province — if applicable) (Country) l thefollowing statement applies, adopt the statement by marking the box and include an attachment) This document contains the true name and mailing address of one or more additional individuals causing the document to be delivered for filing. Disclaimer: This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice, and are furnished without representation or warranty. While this form/cover sheet is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form/cover sheet. Questions should be addressed to the user's legal, business or tax advisor(s). ARTORG_LLC LLC Page 3 of 3 Rev. 12/01 /2012 MIDSTREAM October 23 , 2018 Town of Hudson Planning ( kpartn viii Mr S iyrn' Bronn ;in SO Reach Street Hudson , Colorado 80612 RE ; [)esigr ation of Authorised Agent Dear Mr , ra i i n n , DI South Gathering., I LL a subsidiary of AkI Midstream , [ LC' authorizes Anne Best Johnson & Ryder Reddick to be the diPsikrlaled points of contact for comrnrunications from the Town regarding the Flood Hazard Development Permit and Road Right -of-Way Crossing Permits for the Matador Pipeline a Project Anne Best Johnson,, Ryder Reddick and Mike Saxton are representatives from Tetra Tech, Inc and are authorized to apply for any Town of Hudson penults needed or the pipeline project and are authorized to request information u-rti our beitalf . Sincerely( Pat 1 Murry, Senior Vice President, MB Midstream 1600 Lkoadlifigiay , Suite 2 400 Derive ' , CO 8D202 EXHIBIT fa 1"...."1".... .CIL .....P... Weld County Board of County Commissioners (lb) TETRA TECH ... 4..,.. ,t_ . _ __ .r 1 • . .. . . _ . . . ____ . . . . ... __. .. „....,,,,.. , ... . ..: _. .c .. .... _ _ _ ir _ . . Ail • 1 like. December 19 , 2018 flF? B MIDSTREAM s " 2 TETRA TECH L J 1AIOS I REAM DJ South Gathering/ ARB Midstream Representation . _ . a.: .. ., _ yr . ,..r.e....„... I ....„ ..,........ I.. •• - {,,; #„fie.*- DJ South Gathering Team , ■ Warner Bradley . . . - ■ Seth Vanderlinde r. _ -_.91' -7 rrJ� - - : a �e .. .,, .,, a 40 bill■ Devon •D ford 0' i1 1 I ' , ` _. TetraT h i .5 .__Iti �fat. , 1=� ml . . . r s. .a Ryder Reddick _ 1 e Anne BestJohnson f i 4E �1. 1 r - - .. 1 - A B.' - M • CoanPayton & Payne I M 4 '!t' ajitatliflig t . Bill Garcia i ♦a — gym— �r� ; . 'a v Iiv, mai ire - r 2 Vision : A growing company with a portfolio of Q geographically diversified crude oil and gas liquids MIDSTREAM midstream assets , and logistics solutions ie 1 Office Locations : Edmond , Oklahoma ; ‘4•4 / Denver & Lucerne , Colorado Illrfr Business Segments : Gathering & Transportation ; Marketing & Logistics ; Storage & Terminals Area of interest: DJ Basin and Colorado Front Range Corporate Values : Honesty, Quality, Integrity, Respect & Safety as+dmitiot- :Siirrealc=wc.6:77 _ass-me .r.:-__Tarriti_ :Marl _ - � � I '� - — . �� _.� - tea,. jj*� 'i TETRA TECH CI R Bs M IDSTREAM Crude Oil Chain Diagram r - - - - - - - - - - - , ARB A1/4 it. i cn oil I Presence Whole ui 41 b Q L. I gatherthg huts' in DJ Basin 1"c-C ail s tr1 e • a Pv ri do rC, t - li ral Stye Crude oil .from Chim i c= ads end !melts 0ti, feedstocks M j4 s IA Ad 1-41_ i Y ii d a itinii.1 Isi s , Leis J , missal.' atA Igoe a, a : I Li "Par puma' I - 1 ii I. �,snit te�. I aPit' 47* 1- M dethied p cnt. Pump . It x ' ... . Crude oil + ,, _ las a. iii , tan srn iasion -I in es h-` 1ion storage an ii It isit ii s tre atm a n t _ 4 4(3 r " � ._ . u.. C)' 76S. ni 144 Re fin Cry and 7 :: i ebclinic F �,vI .nor � ilutyr ■ t �i on. _ I d osiribu ti on -tom. i A al Crude oil 1 - I lines I H Heat g °il ■ 7 - - - - - - - - - - - - - - �.I� ' !ti .. -� I CnL4e Oa 1 - : , ira product y, `l �u L — uff t sire idrii I in platforms f h.. ° t _ !.P■ 11 lu�, s� A a iii ° .ge rraej'� tImm $ A. i .,,, -„: . ...,. is kii M islEaisa be au t - - - v— , _ . _S , , „,. _. _ _____ __ _ ...„. . -,.. _ , a . : . _ _ !ti Stores e fatuity (tank I ) U ; Local Li selirt "� n de-�e,.,.Cnicier 'oil for direct- ,. a us ■ inch delivery li overseas tankers as . n�., _ v. c. n c r lin 4 el TETRA TECH PI n s MI I DST REAM Crude Oil Chain Diagram A r _ _ I Pik ARB _- . I CaLc C oil Presence -Whole: 3ale Rile] 4} " • .-. n i- LI., i ' , j 1iar.� �.a Jil ac�- in Basin ir II -14‘7 , . a amii ' ''CJ $. l.tl _ - �-:- w ,CI u II ti " ° emi. c d I citeLivtrits n ell obi n _. , I I i T oks Ili■c ,1y iitns a. . a e �a- iliailia . :J , r c ft" am innim ire i.L I O-ii O Mil riluiiii i rpito0 - I lir li, -- ,,i puIST. p I iii • -"Ei R� Pomp • - _- li AS join. IFmo f s= tined pro du c.t s, PLIMIP Cru1 1 I pr � I ` iransniLsm _ ��I ? I an IItt _ j_ n rt app ._qy�,� and ._ 1 - ,. Air Lreutment • - a it7/1 . 1,77-•A!_ 1 ? _ 4; Re finer,'-r!,- and il Job clinical au I i. i y Si ,� t c 0,1 . -. - (lank lam ); .� . d ©siribution term Ina' cis! IS n Cruclie Dill 0 1 :,: iisitiel . I : ia n . tiara= L Su n.. E I� Bu li R - --. - - - _ -- r O� (J1 17 e ' IIIp - _ . � :I . L .i..._ _ _ oft-Alb. are drill I i n d platforms fowl ir__ 1 c ( Lank t 7:: _ - R _ r 6 '" L-_, J e " — o live , 7 I' P i i` n - • _ v _ ■ a Jp're�'", _ e r_�r`= �: :L rh � (took pi 'r� U Local. asc I i c� e : Me. oil n . °tt� c from. f .� dyed- : �. ac ti � , ski tilt deliCO: o ..g., t !77 t.. IN-3 tankers - . .\- - # at al a a 5 I� TETRA. TECH ici R 13 MIDSTREAM Crude Oil & Natur i 9"0 0 i rtates \Ir --,...„.„ cf . Aoc . Lot N : / -7--- - ( I) \ ELGI . AM . ' ANTH `FR I v DERIGK i / Muntan ,� " 0 I BRDQK 1� 1 hrust B: 1 RT(!N Th----,---____ \ .� � ---.....____4(1 UTICA 1UFF 1 \ ...."Th_ ....,_ feer\ 4,-.---'Ai \ is i r`� Biat Morn � 1` a: L Basin �� ' I I1..-----,nr "-_ ANTRIM } / ‘ ‘.., \\\ ( 411/� 7---- -----,.// lc �reatsr C�rEen Fii�c�r�4.10 - P�I�DRRARA/ ,. hllichig�n - -- Basin trio gisi' \ , ) Nik, _________ -/ . UTIrC `' r '7 17) Uinta Basin i'l 5-- , \ r ) , II\,San JO$QJin / 1 \f Illinois , min. 3 Basin keen EXTENDED i� t .. \, It . - - IJ11SSlSSIPPIAN �, . MONTEREY- CORE �, % TEM8tER\� P radO MISSISSIPPIARJ "v/1(,.' \\\:\ 74/- 4 - iatc?n NEW ALBANY MARGELLUS Juan -a,:n1t Basir ` MONTEREY FAYETTE1�lLLESanta Pllaria° GRA �a�� _ _ �� N. 'Ventura, ��rr N ......„..... 441�. �.rrr:crna �- Los Angeles �' � Bd3r� Basins WOLFBERRY BONE SPRING & GLIB iE WOa FDRI] Blt k 'dear .t DELAWARE E'errnia, y E3as; i3min r = 4 DELAWARE BARNE . ; \ 1 „snit - i': i CAL IIs'' , E," v o-tri ..-- ----,... 7 of GAS_ PLAYS WOLFCAMP Basin ,,ora (NL L IQtlDS PLAYS F0 ..11 10 WeGtcrn -4 Gulf 6 MIDSTREAM Legend gigt c JWCR 30 4 i risie- Magellan Storage Facility USRI 5-0015 BennettStation Site Location / - tinrcr 2a _ r I Proposed Matador Pipeline Centerline to I c,,,._ - WcR 20 ce Roads _ AURORA BENJETT4JVCWdRTh HUDSON _ r. ...VVCR 14 11 li f EENESBLJR+ .s. . t f - . I rHWY. 52 ■ ■ Irr ■ r■r� Adams Gaunt r Boundary woR 10 p ■_ ■ _: "Ill j _ A 1 ill la ! Weld County Boundary lir 1... �c II — g _ gi— R6 I • WCR 4 — U Weld County unty Overall Matador PipelineU _ — tr. r—r Inn■�MVP=rat reria rwrr:r■ilMr rot e1!II WCRZ'!��-a - - ''* E �168th �►ve� ty I From Bennett Station (Adams - __ r -15 -E 160th AvCOUntY) to the Magellan Storage .. e - NO riagl al Et ce 1 ag +` a co E 144th Ave _ i r--- Facility (Weld County) 0 I 111 I _ - E 136th five IIIIli E 128th Ave Ill r t E 120th Ave — I � � i I . .■. ■ I� - E112thAve I • E104thAvo _ I rill rs- Irli - ue 0 I r _ ' 03 E 88th Ave ill i ii f 1 I 1 1■ i, CO al ILA iCI. �. ' Wr it E72ndAve— i ...r'ill I I — E 64th Ave I L g_ l - —t E 56th Ave iii E48thAveH E48th, Ave E 36th Ave III _ E •C IFax Ave 1 I 'IIIi _ _ _ limil 1siii - - 'iv-. mit-/-iallIIIII , -F0 €IJ S(UTHCATHERIHC, LUC rnf^t Mt: 2M-127274-19NA I I TETRA TECH MPTACOR PIPELINE Date NO\C:4CCR Z0 2018 �� '"'''�� MELD COUNTY & ADAi13 COUNTY, COLORADO N7.E.7rff, Bv: R.IR 0 1 . 25 2. 5 5 Miles vrvrvttatr-.3bch.cam -gire NO, SOOS. S,nsE Stvd%_ SL9. - MATADOR PIPELINE OVERVIEW ROUTE MAP 1 1 I f 1 I I ' L^ILCJ11on, LC,;Win z~vau 1 I PI1C'1 t'WS) r I i ` 2 I-.AX OU:3) ,'r2-ILIA 7 fl R. B W2 TETRA TECH M IDSTRCAIbA ' ■Overview _. ii WGR 30 r-< -. 0 egend 0 Homes. on Parcels \Mthir 150 Feet of Pipeline Coordination with 1rrt ownersPrcc� .�d Matador Pipeline Centerline S w ' kraatlS o ( IOO°/o Easements Obtained ) - -- i Parcels/1,rltrin15JFeetFromRp 'line HUDSON • Coordination with Interest Entities : pJCR2425 KE-NESC3LoRC : Adams County E:oundaryr including: l 'i WeldCountyBoundy ■ All Ditch Companies Crossed 1 _ / O 0 • Excel z0 n xi o✓ • Tri state wp, E 35TH AVE - 0- WCR 13 • WAPA InE3oTHAv 0 " -la O s VV C R 16 ', • Avoidanceofsensitivewiidlifeareas wildlife ske CD 0 • lntergovernmentalCoordination -war 0 . go.. . r HVVIY b2 • Town of Hudson .. :u. , :;Igpor " , 0, El .. . . , : : . - _. I ee ■ Adams County9 go _ aavvcsio , 4_0—i- • Weldr, O O O re re County ra an, O i CAI aill_INC R B ■ CDOT Nun o Ro tih1GR a iii ri_ WCR 4 a 0. 5 1 2 Miles Weld County, .a ■ .� iminion mVVlCR 2 -- ai am . ts_ - - - e _ _ - = - -= o = E .168th Ave E- = c Adams County PP atera a a In It B � TETRA TECH MIDST Ft EA NA pr IN I I nSafety • Thy Pipeline mill be designed & Operated to CFI 49 art 195 requirements • 100 % X- ray on welds • 100 % Pressure Tested • Multiple isolation points • Minimum 448 " cover • Minimum pipe wall thickness exceeds requirements • Continuous sy monitoring __Jr_ ,,,, �" I Tom: = -_ _ E- E.' _H ii• _4--4.-•,, 301 , , ili . _ ,. . s .• . T . a u n — ( ' 5 a -- y rh. i.,.'Y_-_- Y•_yy.�_Ttl�7M- - .__ _ ti ' Vy. ._.. ..i -_ lair 1 _ _ _ _ M ._/ C t - " 1. • ON_Vim" 1k1�Y1 ; . _ F -�' � l4 .�Ili _alit __ , . —. ea 4r . A , k ", Q lt TETRA TECH MIDSTRE/VM Criteria for Approval : 23 - 2-490 Sec . 23-2-510 . - Application Requirements Sec . 23-2-490 - Criteria for Approval A . Public Hearing where applicant must demonstrate the following : 1 . Minimize negative impacts on agricultural lands 2 . No undue adverse effect on existing and future development 3 . Design mitigates negative impacts on the surrounding area to the greatest extent 4 . Control soil erosion , dust and growth of noxious weeds 5 . Protect the health , welfare , safety of the inhabitants of Weld County 6 . Consistent with the best interest of the people of Weld County 7. No unreasonable interference with significant wildlife habitat, including endangered species , unique natural resource , known historic landmark or archaeological site within the affected area . S . Best Management Practices for stormwater runoff 10 q IL.� Q TETRA TECH riosTnFnNn Development Standards , Conditions , Plat Notes • Conditions of Approval : • Acknowledge condition 1B Under " Prior to Recording the Plat " has been met, as evidence of this approval by the Town of Hudson for their ROW Crossing Permit and FHDP has already been provided to the Weld County Department of Planning Services . • Request to strike the Jim lateral Ditch # 1 from current condition ID under " Prior to recording the plat" and from condition 1 .J . 13 under " Map shall be amended " . . . ) as the proposed pipeline route does not cross this particular ditch . • Move Conditions of approval from " Prior to Recording the Plat " ( Condition I.) Items : 1C , ID , 1E , 1F, 1G , 1H & 11 to " Prior to Construction " (Condition 5 ) as Items : 5F, 5G , 5H , 51 , 5J , 5K & 5L. Questions? hiElb TETRA TECH • alailliglialliallatilillbarmrl>1.IN- - - - .- - .. . .. .:_ __. . 4:61 I' . 41.111110.11a December 19 , 2018 A R C3 MIDSTREAM i=1 fl B i ['Th) TETRATECH MIDS.-1- PEANA DmithaFl dii dic lig E i fT . lic sit . Prior Rd , TYPICAL DITCH/CREEK FLOODPLAI N CROSSING arr-wuLriven! , r--� oD-oursIDEuwtrER SECTION TOWNSHIP, RANGE (( /7. ''''. 11 SCALE. ln = 2D' I / FOREIGN ( .- FPF=FUSJQ �EDEPCOLY(1fl71111G) / 1 - rr =`L w / / ,/ PIPELINE -- ARO-ADRk9 VE IESIATAN'T OVERCOMING w z / / < ZLl / i - PIPE CROSS-SECTION DETAIL >. 4 cg CCP / 1/ NOT TO SCALE n It u I / a 1 1 -{ Ci 1 I ick 1 NvMU' .L v.C', MATERJAL DESIRED BENt' RADIUS I 11Ca 12-75` hlti 1200 1y D 14" M2 1s0o 01'.5' I . VARIES rn = W TEMPORARY WORKSPACE 1 II I I 3 PROF OSED PIP=LINE - i 1 MATERIAL CROSS'NC f If C Or E^. I = I RAI 27C"VGX02.2: Lr.API5LX60.F'5L2,PBE1%- •Ct:' _= — A 3.71a1I_= I I I 1 A 1 r (1/12 1B'€IDX0.375"WT, 4PIFL X80.P3L2, FEE 1413Lll r.7'=:J30MILS I 1 I PLAN 'I '=20' LEGEND: W C!_ EASEMENT 0 BEGIN f END Fl DD PERMANENT EASEMENT EDGE OF FIELD J < 0_ — - -5 IV PORARV MICR KSPACE IR IGb.TIft i LIW ECI CO m - - -- CI_ ROAD -'-' FIBEROPTC Ca CI U II— LL Ca x ex. F tNC t ' IIOVERHEAD POWER O EDGE OF RCAF CA DITCI I -- -- - - - "-OP BANK —II—II—II— FORE CN PIPELI11W1NE ® NATURAL %RAN ROAD F »N — EDGE OFURIVE'1VAY v + 1 GR tlic OUND O O OY j N ::. IL,: F. - p - r 10 MIN. 2' MIN_ - > I IN _I'I_F "•_ .IU�.' ELVAL-17CS I_ LIUI LIL r1-Li, •II II FI-:_) I r, I '_ _L ~ .I L_Lk/iL +! LOWEST POINT CLEARANCE L •L _ l.LALi[NCLSAL - .FRL 2. CONTRA:- -ALLY U3ETH- 'ON: CiL =I,' -F CC T ) G 1 I. PK. U'JII :.:;HALL Est REBI-'JNiIbLE ' C L _L H Al--•'_L ' I -:_U a. I L r �4 IJ Lh.c:f.-�',a1 IC N OR CONb I RL I tel. II ; • r ,.. __i , r ._!I 0 Ml OR M2 '— PROP�OSEDrLLJ I-- !T-- ..----;rIr6TIf1N r rl rlC:4TIrrh1• lrPTII, uiIANTITS, l.-r. _ y r :7 E ..._Ti -. _ rl 7 E_: I FNGTH MAY VARY R=SEE PIPELINE I-- ? -',Tr --i ..Erdr'r'ALL E>a2^.-IN PA'OILI-Y PLACEMENT 5PIOR70 I MIN. DEPTH MUST BE ACHIEVED TABLE W -I i1C; riiD 77 ECIrlt.5Ar1.r Y PROCEDURES CUTLIhCD 1Y CO+.471.AIW. ARETO w n M rrr- ILrr? r :n.I TIMrr P.r�P- ITT NA ,�,Nf NQTIrICATIo14TOCROG W OR '� at •:r - :,I57IliG F"+':_IL11IES SHALL BE Tr1E ' CNTE:rile-CRS RESPQrNSICLfT"..I D+0D 0+20 a++10 0+60 0+80 1 +OD 1 +20 1 +40 ',IrI 2FT PAII'IP.IUM CLEA''=U Nct 'J•JrIEN CRU.�" S�IV!a FOREIGN UNDEj(rROuND I - I I =S PROFILE r.tc -IrG SHDR IN C. ANDWEL PO Nr5 PR- R ECM RED IT SI-ALL BE THE ;CALL: 'I"=2n' Irn-, 1":=201 VERT CUN IHACP)RS,RESPOISIBIUTY LNIR, AND L-XII N1( LLS +P4=2L- MLASLIRLU FHOMI-IUkIZOPIIl'LPLANE DJ SOUTH GATHERING LLC f I I I .'01-PI4': I9; Nf17 r;•rn,Ir ,rn AT rl is. !'=11i- 7. :isIoN 1 :C :' 1;_, ICI•=•.-E_ aHOVSNU ARE ?RASED ON STATE PLANE HAD'iS L14rLIV, US POD "C•_ORAC0 N6^T='r'rrLINC 'AIL_ CCCA IIODICAL_'r rft3-CCTCD f h;3 I1-II.ITIFs 5.'MYSVht v/;F FCR HQRrt'IN-AI RFFFP Frdr :F Oft 1' - — ILI. MMHINS!ALL SONS0I - '_:ILL'S- IHEr.�1u._; ;A <: TYPICAL DITCHICREEK/CANAUFLOODPLAIN CROSSING PER STATE LAW,', CONTACT' NE-CALL" • cnl u NJ-Y, COLORADO 48 HOURS (VII N.) PRIOR TO ANY EXCAVATION OR erALE. DRP+1ffN8'i: 1r � :r=s: : - DATE DRJ�NFI . DIGGING POTHOLE ALL UTILITIES TO VERIFY V" _ '= ' ` rte'` DRAY-Alfa 8 `ffr 4 �'U=C'FDF rE11E4 OirD9r18 JOG QY.' UMww arr. DEPTH AND LOCATION . F ' ~ aw II la DITCH Hao TYPICAL A raj. DE.,CRP7ION DATE r7'Y I alit. -..�........"., 13 Hello