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Home My WebLink About20150746.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # 1$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 1 3 0 5 - 2 9 - 3 - 0 0 - 0 2 8 (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us) Legal Description PT SW4 Lot A , Section 29 , Township 2 North, Range 64 West Zone District: A , Total Acreage: 111 .27 , Flood Plain: NA , Geological Hazard: Na Airport Overlay District: NA FEE OWNER(S) OF THE PROPERTY: Name: NGL Water Solutions DJ, LLC Work Phone # 303 8' 5 10' 0 Home Phone # NA Email in=o@highsierraenergy.com Address: 3773 Cherry Creek Drive North Address: City/State/Zip Code Denver, CO 80209 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: M3 Construction, LLC Work Phone # 720 708 6535 Home Phone # NA Email tlopez@m3-construct.com Address: 2861 W. 120th Ave #250 Address: City/State/Zip Code Westminster, CO 80234 PROPOSED USE: Construction & operations of a salt water disposal facility I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included icat' g tha the natory has to legal authority to sign for the corporation. 11 /20/14 i ture: Owner or Authori gent Date Signature: Owner or Authorized Agent Date NGLWS C5 Facility Expansion : Site Specific Development Plan and USR 1. Explain, in detail, the proposed use of the property NGL Water Solutions DJ, LLC proposes that this site will allow for new construction and operations of a new saltwater disposal facility. This facility will include an offload, a tank farm, and pump house building. 2. Explain how this proposal is consistent with the intent of the Comprehensive Plan pursuant to Chapter 22 of the Weld County Code. Section 22-2-70 of the Weld County Code describes allowing industrial development that is compatible with the surrounding environment. The site does not currently hinder the agricultural landscape of its surrounding neighbors due to it operating as a self-contained facility. Other code sections that may be applicable include Section 22-4-140.A. EP.Goal 1; Section 22-4-140. B. EP.Goal 2 and Section 22-6-20.C. 1. ECON . Policy 3 . 1. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. This facility is classified as a mineral resource development facility per Chapter 23 section A. 1 of the Weld County Code. The site will not interfere with the neighboring agricultural landscape, nor will it keep its neighbors from conducting agricultural activities. This site is, and will remain fully contained . A water quality capture feature will also be added to the site per the attached drainage report. Also, Section 23-3-40.A. 2 of the Weld County Code provides for Mineral Resource Development Facilities, Oil and Gas Support and Service including a class II Oilfield Waste Disposal Facility — Saltwater Injection Facility as Use by Special Review in the A (Agricultural) Zone District. 4. What type of uses surround the site (explain how the proposed use is consistent and compatible with surrounding land uses). The property surrounding this site is a mix of agricultural, and Oil/Gas infrastructure. In addition, other uses in the near area include the Rocky Mountain Energy Center to the Southwest, the Burlington Northern Railroad mainline track to the North, recently annexed lands into the town of Hudson to the Southwest, and a Public Service of Colorado electric line adjacent to the North and crossing the property in the Northwest quarter. As described above, this site is fully contained and will not hinder the production, or landscape, of its neighbors. 5. Describe, in detail, the following: a. Number of people who will use this site In a 24-hour period, there will be 10 total SWD employees that utilize this site with no more than 5 on site at any one time. NGL Water Solutions would also like to request unlimited truck trips to this facility in a 24-hour period . The estimate of truck trips/drivers in a 24-hour period would be approximately 150, with no more than 42 on site at any given time. b. Number of employees proposed to be employed at this site This site will employ 10 SWD employees in a 24 hour period . c. Hours of operation NGL Water Solutions would like to request 24-hour operations at this facility. d. Type and number of structures to be erected (built) on this site A pump house building containing an office space for the preparation of the manifest paperwork and a break room with small kitchenette is proposed on this site along with a concrete containment area, and a concrete truck offload pad as well as a canopy covering the offload pad . If any additional buildings/improvements to existing structures are proposed in the future they will be submitted as an amendment to this USR. e. Type and number of animals, if any, to be on this site No animals will be on this site. f. Kind of vehicles (type, size, weight) that will access this site and how often Liquid transportation trucks weighing up to forty (40) tons will visit this site. NGL Water Solutions would like to request unlimited truck trips to this facility in a 24-hour period. In addition, there will also be passenger vehicles and pick-ups for the employees. There will also be service and delivery vehicles that will access this site multiple times per day. g. Who will provide fire protection to the site This site is located in the Hudson Fire Protection District. h. Water source on the property (both domestic and irrigation) The site will have a commercial drinking water well . i. Sewage disposal system on the property (existing and proposed) Disposal of sewage will be handled by septic system . j. If storage or warehousing is proposed, what type of items will be stored The pump house building will store pumps and other equipment. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. The disturbed area will be drilled with an approved mix of seeds and the drainage system will be appropriately stabilized to prevent erosion by wind of precipitation. All previously installed plant materials will be replaced if dead or dying 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. The reclamation of the site post-occupancy and the closure of the facility will result in materials removed from the property. The disposal system tank farm, offload bays, and processing buildings will be removed once the processing facility is terminated. All tanks and associated piping will be removed and disposed of off-site, typically scrapped for useable material . Please see the Detailed Closure Plan for the exact breakdown . Once structures are removed, the site will be re-graded to match surrounding site grading for required drainage patterns. Any contaminated soils will be removed and disposed of off-site at an approved facility. Closure of this facility will include the plugging and abandonment of the well, it will be cemented & capped with a marker. The attached Well Abandonment Report form will be filled out and submitted to the COGCC once closure has begun . There are several companies in the area that would plug and abandon the well in exchange for salvage rights to the casing and tubing. The well would be plugged according to specifications as set forth by the COGCC, to which the site is registered . 8. Explain how the storm water drainage will be handled on the site. Water drainage will be collected by a detention pond which will be added to this site along with drainage swales as shown in the drainage study performed by Wernsman Engineering. 9. Explain how long it will take to construct the site and when the construction and landscaping is scheduled to begin. Construction will commence after the Board of County Commissioners approval and providing documentation demonstrating compliance with the conditions of approval and the recordation of the USR map. NGL Water Solutions DJ, LLC may request early release of the grading & building permits for construction prior to the completion of the Special Use Permitting Application . It is anticipated that construction will take approximately 3-6 months after mobilization . 10. Explain where storage and/or stockpile of wastes will occur on this site. Please refer to the Waste Management Plan attached . 11. Please list all proposed on-site and off-site improvements associated with the use (example: landscaping, fencing, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Site improvements will include, landscaping that will consist of seeding the disturbed area, a 3- strand barbed-wire fence, and drainage & grading per the attached plans. There will also be a facility sign on site similar to this: Future Location C- SWO Eatmwtad Compintlon Mtn :.;. • \p CO6 �, 4i•A Weld County Public Works Dept. e -t 1111 H Street ACCESS PERMIT ' r P.O. Box 758 -e :; Greeley, CO 80632 APPLICATION FORM GBZ /C w0 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner (If different than Applicant) Name Theodore A. Lopez, Jr. Name NGL Water Solutions DJ , LLC Company M3 Construction , LLC Address 3773 Cherry Creek North Dr. Address 2861 W. 120th Ave #250 City Denver State CO Zip 80209 City Westminster State CO Zip 80234 Phone 303 815 1010 Business Phone 720 708 6535 Fax NA Fax NA E-mail info@highsierraenegy.com E-mail tlopez@m3-constrct.com ♦ = Existing Access A= Proposed Access Parcel Location & Sketch The access is on WCR 16 Nearest Intersection: WCR 16 & WCR 51 WCR Distance from Intersection 920' Parcel Number1305-29-3-00-028 29-2-64 51 Section/Township/Range T v � cc Is there an existing access to the property?DYES NO 0 N a Number of Existing Accesses 0 Road Surface Type & Construction Information Asphalt fl Gravel Ri Treated 11 Other WCR 16 Culvert Size & Type 18" CMP Materials used to construct Access Gravel Construction Start Date 12/1 Finish Date 3/15 Proposed Use LITemporary (Tracking Pad Required)/ $75 ❑Single Residential/$75 ❑ Industrial/$150 El Small Commercial or Oil & Gas/$75 • Large Commercial/$150 ■ Subdivision/$150 ❑ Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? • No EKSR RE IPUD Other Required Attached Documents - Traffic Cntrol Plan -Certificof Insurance - Access Pictf (From the Left, Right, & into the access) By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding facilities c nstr ctio . Signature Printed Name Theodore A. Lopez, Jr. Date 11 /20/14 Approval enial wi I be iss d i minimum of 5 days. Approved by Revised Date 6/29/10 C 5 — Looking North from Access C 5 — Looking South from Access { I • -__— _ -- - ... i„.4,......___41,,,„- os��r 4 • t -;, _ :Mfr. /it . . . • . ..-.: C 5 — Looking East into Access . _ie _ _ 4 'gr �.. - ✓..la-all.:.. hr- . r ,w✓ rd . '- 1- _ J • '_•�f .-• , �� _ . ♦\. t-••; S. Jir • Y -1•r. P1.• . .� J , r••• ••••" •Y - 4 ! ! .M �St- ` sk lal �� `.W iirr �j'r , .� *• , r ♦ t"�, - 1 J.A. f.' 1: , rs�UKr1 0 ° y ..� ` { m`�s R1�. 'dct �` ,r l..ti. IieL r �i 1,I� , .! ,.1 ♦, 1. . { _ L rY Joi I. •r i �♦ .- • r ',mks, r?q6„.tau rz.,Wii..w�F{ N,eSis►n CFOR3M . State of Colorado 111111111111. 11111lilt iVED °v6 ,9 ; Oil and Gas Conservation Commission '. ,,L5 JUL 0 1 2011 -.-1120 Lincoln Street,Suite 1101.Denver,Colorado 80203(30318942100 Fax(303)894x2109 PERFORMANCE BOND COGCC (� /BOND NO: 09020792 . This bond is a perpetual �OD7i10 instrument which shall remain in force and effect until all obligations have been met and surety provider No: 7 the bond is released by the Colorado Oil and Gas Conservation Commission. occc over.No: FATS No: b3 73 o2b/l•o07 KNOW ALL PERSONS BY THESE PRESENTS,That we,High Sierra Water Services LLC of the County of Denver , in the State of CO as principals, and Fidelity and Deposit Company of Maryland , as surety,authorized to do business in the State of Colorado, are held hereby and firmly bound unto the State of Colorado,in the penal sum of($60,000.00 ), Sixty Thousand Dollars and 00/100 Dollars, lawful money of the United States,for the faithful payment of which we hereby bind ourselves, our heirs,executors, administrators and assigns. The condition of this obligation is that whereas the above bounden principals propose the following oil and gas operation(s)on lands situated in the State of Colorado. Type of Bond Coverage Location Complete for Individual Bonds X Plugging X Blanket Well Name and Number. Surface Individual Owner of lends where off-site land-treatment facility is located: ❑ Plugging 1 well Seismic El Surface for 1 well otrotr,Sec,Twp,Rng,Meridian: O Irrigated E&P Waste Facilty O Non-irrigated 'm Downstream Gas Facilities Excess Inactive Wells County: NOW,THEREFORE, If the above bounden principals shall comply with all of the provisions of the laws of the State of Colorado and the rules, regulations and requirements of the Oil and Gas Conservation Commission of the State of Colorado,with reference to properly plugging of said well or wells;with reference to land damages and the restoration of the land, as nearly as possible,to its condition at the beginning of the lease;with reference to seismic operations the proper surface restoration and plugging of any shot holes,then this obligation is void;otherwise,the same shall be and remain in full force and effect. Witness our hands, tit' t day of June , 2 011 Principal:High Sierra Water Serviced,LLC Signed: _ Address: 3773 Cherry Creek Drive North Suite 1000 Name PrintedPale S. Butcher, Sr. VP City:Denver State: CO Zip:80209 Phone: 303-815-1010 Fax: 303-815-1011 Witness our hands, s 16th ra �9 June , 2011 Surety:Fidelity and Deposit Company of Maryland Sig'ed: / Address: 1400 American Lane,Tower I, 19th Floor / Na"- P'nted: Sarah Brown Attorney-in-Fact City: Schaumburg State:IL Zip: 60196-1056 Phone: _..__. Fax: Approved: h1 / / Bond Release Director,Oil a d as Conservation Commission Approved: Director,Oil and Gas Conservation Commission Dated: b J„tl I I Release Date: REC „LA V b''yy RIM.,Bond Number: 09020792 J✓L Y 1 2011 Obligee: of romraao ou and Gas ron.neimn rommisson C FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland,by Frank E.Martin,Jr.,Vice President and Gerald F.Haley, Assistant Secretary,in pursuance of authority granted by Article VI,Section 2, of the By-Laws of said Company,which are set forth on the next page hereof and are hereby certified to be in full force and effect on the date hereof,does hereby nominate,constitute and appoint: Sarah Brown of Denver CO its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver, for, and on its behalf as surety, and as its act and deed: Bond or undertaking number 09020792 issued on behalf of High Sierra Water Services, LLC as Principal in a penalty not to exceed the sum of See Bond Form ($See Bond Form)and the execution of such bond or undertaking in pursuance of these presents,shall be as binding upon said company,as fully and amply,to all intents and purposes,as if it had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore,MD,in their own proper persons. The said Assistant Secretary does hereby certify that the extract set forth on the next page hereof is a true copy of Article VI,Section 2,of the By-Laws of said Company,and is now in force. IN WITNESS WHEREOF,the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND this 4th day of September, A.D.2007. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 0#11iy %. Gerald F.Haley Assistant Secretary Frank E.Martin,Jr. Vice President State of Maryland l County of Baltimore } SS: On this 4th day of September,A.D.2007,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified, came Frank E. Martin, Jr., Vice President, and Gerald F. Haley, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same,and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. o' <2NX/\.? o •.- 1;ii V� `E..tZS .i"L,ua`J ")non.` Connie A.Dunn Notary Public My Commission Expires: July 14,2011 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President or any Vice President that is specially authorized by the Board of Directors or the Chairman in concurrence with the Corporate Secretary,shall have the power,by and with the concurrence of the Secretary,to appoint Attorney-in-Fact as the business of the Company may require,or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgments,decrees,mortgages and instruments in the nature of mortgages,and also all other instruments and documents which the business of the Company may require,and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the original Power of Attorney of which the foregoing is a full,true and correct copy,is in full force and effect on the date of this certificate;and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 5th day of May,1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed" IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 16th day of June 2011 cibeikeiwu L.L.toucher Assistant Secretary ALDRIDGE TRANSPORTATION N TAINT L o� CONSULTANTS,s, LLC .,advancedTransportation Manning and Traffic Engineering John M.W. Aldridge, PE, PTOE, AICP 1082 Chimney Rock Road Colorado Registered Professional Engineer Highlands Ranch, CO 80126 Professional Traffic Operations Engineer Tele: 303-703-9112 American institute of Certified Planners Fax: 303-703-9152 Mobile: 303-594-4132 Email:john@atceng.com January 8, 2015 Ashley Garcia Project Manager M3 Construction, LLC 2861 W. 120th Ave. Suite 250 Westminster, CO 80234 RE: Traffic Study NGL Water Solutions DJ, LLC C5 Salt Water Disposal Facility Dear Ashley: This technical letter provides a traffic study of the potential impact occasioned by the development of a water disposal site on the southeast corner of I-76 and WCR-51 approximately three miles east of Keenesburg, Colorado. The aerial photo on the next page shows the location and development features on the site. Access to the site will be from WCR-51 approximately 400 feet south of I-76 and 800 feet north of WCR- 16. It will be a new access with 60-foot minimum radii. EXISTING AND PROJECTED CONDITIONS In this area, WCR-51 is a two-lane paved local roadway that carries 731 vehicles per day (18% single unit and 21 % combo) according to Weld County staff The Weld County 2035 Transportation Plan indicates that WCR-51 is 26 feet wide and in good condition. The plan forecasts a 20-year growth factor of about 3.0 making the ADT around 2,200 vpd. The capacity of the road is 3,000 ADT again according to the plan. WCR-51 is accessible from the north via the I-76 frontage road. It is also two-lane paved roadway and in good condition. From the south, WCR-51 is accessible from WCR- 16, which is a two-lane gravel roadway 24-26 feet wide, and in good condition. It carries very little traffic at less than 50 vehicles per day. ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 2 of 3 aeaseer M. .0 WC*f3� ■ ■ ■ i • EOISTING S00'WELL ,4Mttt EWL • _ WW1 MPS - - btOS0AN01'A0-n ST•110 is(VTY) - - to s mural oast swim nasv Tttot - f tan nic c N0MS - iv*an♦wr. . 001/4zic ■. , ?Via 1T Mal , 1Ain '� Ot 14 TRIP GENERATION The water disposal facility will have 10 employees with no more than seven on site at any given time. It will be a 24 hour, seven days a week operation. In terms of trip generation, it expects to serve approximately 75 to 90 trucks per day spread out over a 24-hour period. This could increase to 150 to 180 trucks per day when the site is built-out to handle a 20,000-barrel capacity. During the peak hour of usage, 8 to 10 trucks will enter and exit the facility when it is first opened, then 15 to 20 in the future at build-out. The trip distribution assumes a 50/50 split to/from the north/south direction. IMPACT ANALYSIS ATC uses the Synchro v8 traffic-modeling program for operational analyses. The graphics present the opening day condition with existing traffic and build-out condition assuming the 20-year traffic projection from the plan. G R ,5 j R-10 Ta's 65 f10 t c5 tog C5 n r r r y. 161 J Build-Out Opening Day n ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 3 of 3 The Synchro analysis demonstrates that in both conditions an LOS A is achievable. The analysis worksheets are appended for reference. MITIGATION The access does not require auxiliary turning lanes as the peak-hour turning volumes are below the thresholds. Weld County criteria requires a left turn deceleration lane if the turning volume is greater than 10 vph. A right turn deceleration lane is required if the turning volume is greater than 25 vph. A review of Google Earth's street view on WCR-51 shows no encumbrances to the entering sight distance at the access location. CONCLUSIONS Based on this analysis, the present roadway surface and traffic control will adequately handle, without improvements, the additional truck traffic generated by the water disposal facility. Should you have any questions or need additional information please call me at 303-703- 9112. Respectfully su • -fitted: Aldridge T ans ' ortation Consultants, LLC C5 build out 3: WCR-51 & C5 1/812015 John M.W. Aldridge, PE, Int rs�l� h PTOL, AICP Movement WBL WBR NBT NBR SBL SBT Vol,vehlh 10 10 110 10 10 110 Conflicting Peds.#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channel¢ed - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 11 11 120 11 11 120 (atodAWnor Mitar1 Major1 Major2 Conflicting Flow All 266 125 0 0 130 0 Stage 1 125 - - - - - Stage 2 141 - Critical Hdwy 6.42 6.22 - - 4 12 - Critical Hdwy Stg 1 5.42 - - - - - Cauca'Hdwy Sig 2 5.42 - - - - - Foltow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 723 926 - - 1455 - Stage 1 901 - - Stage 2 886 - - - - - Platoon blocked,% • - - Mov Cap-1 Maneuver 717 926 - - 1455 - Mov Cap-2 Maneuver 717 - - - - - Stage 1 901 - • - - Stage 2 879 - - - - - Approach WB NB SB HCM Control Delay,s 9 6 0 0.6 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity(vehihl 808 1455 • HCM Lane V/C Ratio - - 0.027 0.007 - HCM Control Delay(s) - - 9.6 7.5 0 HCM Lane LOS A A A HCM 95th%tile Qlveh) - - 0.1 0 - ALDRIDGE TRANSPORTATION N TAINT L o� CONSULTANTS,s, LLC .,advancedTransportation Manning and Traffic Engineering John M.W. Aldridge, PE, PTOE, AICP 1082 Chimney Rock Road Colorado Registered Professional Engineer Highlands Ranch, CO 80126 Professional Traffic Operations Engineer Tele: 303-703-9112 American institute of Certified Planners Fax: 303-703-9152 Mobile: 303-594-4132 Email:john@atceng.com November 20, 2014 Ashley Garcia Project Manager M3 Construction, LLC 2861 W. 120th Ave. Suite 250 Westminster, CO 80234 RE: Traffic Study NGL Water Solutions DJ, LLC C5 Salt Water Disposal Facility Dear Ashley: This technical letter provides a traffic study of the potential impact occasioned by the development of a water disposal site on the southeast corner of I-76 and WCR-51 approximately three miles east of Keenesburg, Colorado. The aerial photo on the next page shows the location and development features on the site. Access to the site will be from WCR-51 approximately 400 feet south of I-76 and 800 feet north of WCR-16. In this area, WCR-51 is a two-lane paved local roadway that carries 320 vehicles per day according to the Weld County 2035 Transportation Plan. It is 26 feet wide and in good condition. The plan forecasts a 20-year growth factor of about 3.0 making the ADT around 1 ,000. The capacity of the road is 3,000 ADT again according to the plan. WCR- 51 is accessible from the north via the I-76 frontage road. It is also two-lane paved roadway and in good condition. From the south, WCR-51 is accessible from WCR- 16 which is a two-lane gravel roadway 24-26 feet wide and in good condition. It carries very little traffic at less than 50 vehicles per day. The water disposal facility will employ five persons per 24 hour period. It expects to serve approximately a maximum of 250 trucks per day spread out over a 24-hour period. The average will be less than 200 trucks per day and 10-20 trucks per hour during the peak hour. ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 2 of 2 4 4 Ai >rose _. H I wa st•� ■■ tt l .uw i,, , tUinUG toot Wink, ',C}Axl tytA r 1 e _ s 10 WISE? (Trill1 ♦ " NSW 1F MD f.:115:147:347:1 t st147:3(TA) LtO s tttucu tAM r w tnr test suites - - . — -liJG r[L IIM - 1 ,it • .{ _ - r _.. . \ l 10001 C ' %ie i - (C 1 �« The additional volume will not exceed the daily or the peak hour capacity of the street. The access to WCR-51 will doubtless operate at LOS A. Based on this analysis, the present roadway surface and traffic control will adequately handle, without improvements, the additional truck traffic generated by the water disposal facility. Should you have any questions or need additional information please call me at 303-703- 9112. Respectfully su • pitted: Aldridge T ans ' ortation Consultants, LLC John M.W. Aldrid_e, PE, PTOE, AICP Principal JMWA/me DUST ABATEMENT PLAN NLG WATER SOLUTIONS DJ , LLC : C 5 FACILITY Road Surface The road surface for the proposed access entering the property is a dirt road with an aggregate surface. Prior to site work traffic arriving, the road surface will be maintained, to ensure that there is adequate aggregate on the road to provide traction in the event of rain or moisture. Also prior to site work, the road surface will be moistened by water then a Chloride product will be applied to minimize dust. The Chloride product that will most likely be used will be Magnesium Chloride. The Chloride product will be applied as needed throughout the entire construction/site work process as the road surface changes, due to traffic or weather conditions. Application of water & chemicals will be done with a 1200 gallon tank truck with a spray type applicator. Parking Area The primary parking area that is closest to the activities area will be constructed of the same material as the site access. This will provide for any handicap parking needs as well as a dust abatement plan for the heaviest traveled parking area . The overflow parking area will be moistened with non-potable water, not a chemical chloride product, to prevent any potential vegetation damage. The isles of the overflow parking area will be the largest concern for dust & they will be monitored throughout the day. Water will be applied as needed to this parking area . Application of water will be done with a 1200 gallon tank truck with a spray type applicator. Activities Area The activities area will be monitored daily & throughout the day for dust control . As surface may become loosened with traffic; non-potable water will be applied to the area as needed to lessen the effects of heavy foot traffic. Application of non-potable water will be done by either a 1200 gallon tank truck with a spray type applicator or a 30 gallon sprayer mounted on an All-Terrain Vehicle. WASTE HANDLING PLAN NLG WATER SOLUTIONS Di , LLC C5 SITE Scope: This Waste Management Plan has been prepared to provide onsite operations personnel at the with the information necessary to properly identify, manage and dispose of wastes, and to ensure the safety and protection of employees, the public and the environment. The objective of this plan is to ensure waste generated at the site is managed according to all Local, Colorado and Federal regulations. Further, the plan will define operational chemicals used or stored on site requiring specific disposal pathways. Chemicals Stored On Site: The following materials will be stored at the site to support operations and have specific disposal requirements. The quantities given are the maximum amount to be stored on site at a single time . NOTE: The oil collected as part of the skimming process is stored at the site in five 500 BBL steel tanks and is considered production oil that will be trucked out for sales. Therefore, it is not considered waste and is not listed in this plan . Chemicals Description Quantity Diesel Fuel Distillate fuels suitable for use in high and medium speed internal 50 Gal . combustion engines of the compression ignition type Emulsion Breaker Clear to Slightly Hazy Light 30 Gal . Amber to Dark Amber liquid with pungent odor Crude Oil ( petroleum ) Naturally occurring, yellow-to-black liquid found in geologic 90 BBL'S formations beneath the Earth's surface, which is commonly refined into various types of fuels Unleaded Gasoline Light straw to red clear liquid with characteristic strong odor of 15 Gal . gasoline Chevron Way Oil Vistac Brown liquid with Petroleum odor 20 Gal . WT-990 Corrosion inhibiting cleaning compound < 1 Gal . Wolf's Head Gear Oil Dark amber lubricant with mild petroleum odor 40 Gal . NOTE: All chemicals listed above will have Material Safety Data Sheets on-site. 1 Projected Waste Streams and Volume: Waste Stream Waste Constituents Volume Disposal contact Filter Socks Produced water and 48 to 96 50 micron sock Waste management silts/sands >50 microns filters per day, removed weekly Sale Oil Crude oil 2-4 Loads per week NGL Crude Oil Transportation Solid Wastes Oily sand 100 BBL Waste Management CSI Tanks cleaned 6-12 disposal times per year Dumpsters Trash 4-6 Cubic yard Waste Management dumpsters, removed weekly NOTE: Waste generation during the life of this site is anticipated to be minimal. Any wastes that may be generated during the construction of this site will be temporarily stored in covered containers and will be removed from the site for proper disposal at a permitted facility. Spill Prevention and Response: Activities related to salt water disposal facilities require storage of hazardous and nonhazardous products and wastes. All efforts will be made to prevent spills of any amount of these products. The scope of this plan is intended to cover activities related to associated facilities. The following items will be followed to help avoid spills and minimize the impact of spills that accidentally occur: Bulk quantities of any chemical will be stored in above ground tanks, which will be diked or be of double wall secondary containment design, or smaller containers. Secondary containment will also be provided for loading/unloading areas. No underground tanks will be used . A Safety Data Sheet (SDS) for each hazardous material will be located on site. Fuel will be stored within secondary containment and as much as practical all equipment will be refueled there . Any equipment that must be refueled in the field will be fueled from tanks carried to the work area . Lesser quantities of chemicals ( i .e., cleaning supplies, lubricants) may be stored at the work area as necessary to service equipment provided that this storage does not conflict with other parts of this plan . All chemical storage areas will be located at least 200 feet from active private water wells, and at least 400 feet from municipal water wells. Equipment servicing, lubricating, and refueling will also be in accordance with these requirements whenever possible . Use of hazardous materials for vehicle maintenance will follow the same requirements mentioned above for equipment refueling. Impervious or sorbent materials will be placed under the work area before the work begins. Additional sorbent materials will also be readily available. Waste materials created during maintenance ( i .e ., used oil ) will be collected for proper disposal . The work site for which these chemicals are used will be inspected after the maintenance work is complete to ensure that all hazardous materials are properly contained . All waste material, including partially used or empty containers, discarded parts, dirty rags, and used sorbent 2 material, as well as discarded hazardous materials containers ( i .e., oil cans, grease tubes) will be collected and placed in open-top drums for proper disposal . All motor fuel, lube oil, chemicals, and other polluting substances will be tightly sealed and clearly labeled during transportation and storage . Runoff resulting from facility equipment washing operations will not be permitted to directly enter any water body or wetland area . Construction equipment, vehicles, materials, hazardous materials, chemicals, fuels, lubricating oils, and petroleum products will be parked, stored, or serviced 100 feet from all water bodies and wetlands when not in use and when possible . Any materials, hazardous materials, chemicals, fuels, lubricating oils, and petroleum products that must be used within 100 feet of a water body or wetland to support the work will only be used within the secondary containment protection and will be stored within temporary secondary containment during work hours. No materials, hazardous materials, chemicals, fuels, lubricating oils, or petroleum products that are not contained within equipment will be stored within 100 feet of a water body or wetland . All other sections of this plan will be followed for spill prevention and mitigation and cleanup methods. All equipment will be inspected daily for leaks prior to beginning operations. Steps will be taken to repair leaks or remove the equipment from service, if necessary. All containers containing any hazardous material ( i .e. chemicals, lubricants, oils) will be neatly labeled . The height of stacked containers will be limited and done so careful manor, for stability to avoid spills. Clean up procedures and materials will be readily available and clearly posted at work areas. Pollution Incident Response: In the event of a spill the following will occur: The source will be immediately stopped . ❑ The spill will be contained by placing sorbent booms or constructing dikes. El The spill will be collected with sorbent materials, skimmed off water surfaces with booms, and/or the contaminated soil will be excavated; and the waste materials will be properly disposed in accordance with NGL's internal policies. P Document the spill and its clean -up procedures whether reporting is required or not. At a minimum document the following: o Nature of spill o Quantity of spill o Date/time spill occurred : Agency notification if necessary o Clean-up procedures used o Daily monitoring (7 days) after clean-up o Photographs o Interview(s) with any witnesses of the event The affected areas will be restored as closely as possible to their previous condition . Spills of oil or petroleum products should be reported immediately to the Site Manager. Environmental support staff will determine the reporting requirements and contact the appropriate State and 3 Federal environmental agencies for notification requirements. If the Site Manager cannot be contacted, then the Site Supervisor should make the necessary notifications. A reportable release is a quantity or an unknown quantity of regulated substance released to or posing an immediate threat to surface water, groundwater, bedrock, soil or sediment. The term does not include the following, provided the owner or operator has control over the release, the release is completely contained, and within 24 hours of the release, the total volume of the release is recovered or removed in the corrective action : o A release to the interstitial space of a double-walled aboveground or underground storage tank. o A release of less than 25 gallons to a containment area, structure or facility around an aboveground storage tank. o A release of less than five gallons to a synthetic surface, such as asphalt or concrete, which prevents migration of the regulated substance to surface water, groundwater, bedrock, soil or sediment; and a release of less than one-gallon to surface soils. Some spills will need to be reported to the Division of Water Quality immediately including the following: o Over 25 gallons of petroleum . o 5 CCs of mercury. A release of any chemical, oil, petroleum product which entered waters of the State of Colorado (which include surface water, groundwater, dry gullies or storm sewers leading to surface water) . C Any spill or release of raw sewage . C If any of the above criteria is met or exceeded, the Colorado Department of Public Health and C Environment (CDPHE), Local Emergency Planning committee, downstream users and other agencies ( N/ S4s) will be notified . The CDPHE will be notified by telephone within 24 hours. In addition, written notification describing the spill and the cleanup procedures used will be sent to the agencies 5 days following the spill . If a spill does not meet the above criteria, reporting is not mandatory. CDPHE 24-hour environmental emergency spill reporting line is 1-877-518-5608. Company Emergency Contacts : Josh Patterson Vice President of Operations O : 970-356-5560 jpatterson@highsierraenergy.com 8207 W. 20th St Suite B, Greeley, CO 80634 4 FACILITY EMERGENCY PLAN NGL WATER SOLUTIONS DJ , LLC CS SITE 1 . Name : NGL Water Solutions DJ, LLC 2 . Location : SW4 of Section 29, Township 2 North, Range 64 West 3 . Emergency Telephone Numbers: Day Night Facility Primary: Nick Valencia : 720.708.6535 x: 314 913 .424.4073 Facility Secondary: Ted Lopez 720.708.6535 x: 302 816.519 .0056 Fire District 911 911 Hudson Fire Protection District Ambulance Service Area 911 911 Hudson Fire Protection District Weld County Regional Communications Center 911 911 Other CDPHE Spill Line (877) 518-5608 National Response Center (800) 424-8802 CHEMTREC (Chemical Transportation Emergency Center) (800) 424-9300 4. Agency Notification Non Emergency: Phone# Fire Department/District: Hudson Fire Protection District 303 .536.0161 Ambulance Service Area : Hudson Fire Protection District 303 . 536.0161 Law Enforcement Agency: Weld County Sherriff 970.356.4015 x: 2804 Communication Center 970-350-9600 Office of Emergency Management/LEPC 970-304-6540 5 . Surrounding Occupancies & Land Use Surrounding is primarily agricultural . 6. Personal Protective Equipment Available: Location Rubber or neoprene boots : On Site Rubber Gloves : On Site Face Shield or similar protection : On Site Eyewash station On site 7 . Location of Emergency Equipment & Supplies: Phone# To be completed once site construction begins 8 . Location & Types of Water Supplies: There is currently no water on this site 9. Transportation routes: Various chemicals/products will be delivered via routes through Greeley 10. Coordination with First Responder Agencies: EHS representative and/or first responders will meet the day the Certificate of Occupation is presented to review emergency plan and tour facility. Please see Waste Handling Plan for chemicals kept on site. 1 1 . Safety and Training Review: Each year, all employees are provided with all necessary information concerning the proper handling of a chemical spill or accident. This information shall be in the form of a review sheet detailing proper procedures, which shall be signed and dated by each employee when all items are understood . Also, proper use of cleanup and containment tools and procedures will be demonstrated as necessary. Any new or updated information or procedures will be taught to employees immediately when applicable . FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION : Business Name: NLG Water Solutions DJ , LLC Phone: 303 815 1010 Address: 3773 Cherry Creek North Dr City, ST, Zip: Denver, CO 80209 Business Owner: Josh Patterson (Officer) Phone: 303 868 1286 Home Address: NA City, ST, Zip: NA List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Josh Hamblin Operations 13159 CR 39, Platteville CO 970 218 1739 Rae Chrisman Operations 8207 W. 20th St Suite B, Greeley CO 970 356 5560 Ryan Surroz Operations 8207 W. 20th St Suite B, Greeley CO 303 304 6532 Business Hours: 8:00am-5:00pm Days: Monday-Friday Type of Alarm : N ;ne Burglar Holdup Fire Silent Audible Name and address of Alarm Company: NA Location of Safe: NA ********************************************************************************************************************************* MISCELLANEOUS INFORMATION : Number of entry/exit doors in this building : 0 Location(s): NA Is alcohol stored in building? NO Location(s): Are drugs stored in building? NO Location(s): Are weapons stored in building? NO Location(s): The following programs are offered as a public service of the Weld County Sheriff's Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS : Main Electrical : NA Gas Shut Off: NA Exterior Water Shutoff: NA Interior Water Shutoff: NA C5 Secondary Containment Narrative The purpose of this document is to provide supplementary information to the containment storage calculations provided below. There are two containment areas on the C5 SWD facility, a tank farm containment and offload containment. The tank farm and offload containments are not hydraulically connected, thus the containment volumes are calculated separately. Both containments are constructed out of concrete, designed by a Colorado Professional Engineer. The required volume for each containment area is determined as the 125% of the largest tank that would be observed in that containment area plus the 25-year return interval, 24-hour storm. The design of the tank farm containment consists of a tank pad, tank farm sump and tank farm perimeter wall (all concrete). An underdrain system will be installed to convey water from the tank pad to a sump contained in the southeast corner of the tank farm. The wall height of the tank farm perimeter wall is adequate to store 125% of the largest tank (1000 bbl) plus precipitation. The design of the offload pad consists of two surfaces—the offload approach and offload departure pads—sloped towards an offload trench. The offload trench is designed to convey all fluid at a 2% slope towards the offload sump. The combined volume of the offload pad, offload trench, and offload sump is adequate containment storage as defined above (125% of the largest tank plus precipitation). During offload of each truck, the truck tank, and coupling is over part of either the approach or departure pad or the offload trench. Any construction joints will be sealed to prevent leaking through containment, additionally a 30 mm liner will be installed underneath the offload trench and offload sump containment. Additionally, a 3" PVC pipe will be installed under the offload sump to monitor any leaks in the containment. Secondary Containment Calculations bbl := 42 gal Tank Pad Containment L := 153.5 ft Length of the Tank Pad W:= 88.666 ft Width of the Tank Pad Atankfarm:=L • W= 13610.2 ft2 Eq. [1] Plan Area of the Tank Pad I PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)l E 10 Average recurrence interval (years) Duration i 1F3 1 2 25 50 ! 100 3 200 500 1 11000 i 0.242 0.292 0.389 ; 0.483 i 0.633 0.764 0.910 i 1.07 1.31 150 I I 5-ruin) (©.203-0.292) (0245.0.3533{L 324-0.472)1 (0i99-0.590), (0.506-0.834) (0.590-1.02) (0.670-1.25) (0.745-1.53) (0.863-1.93)i (0.952-2.234 0.355 0.428 0.570 0.707 I 0.926 1.12 i 1.33 1.57 1.92 I 2.20 i 14-rain (0.297-0.428) (0258-0.518) (0.474-0.691); (0.584-0.863)] (0.744-122) (0.864-1.491 (0.980.1.83)1 (109.2.23) (126-2.62) 1 (1.39-3.26) i 1 15-min F 0.433 0.522 0.695 1 0.862 ' 1.13 1.36 € 1.62 1.91 2.34 2.69 3• (0.362-0.522) (0.437-0.631) (0.578-0.843) (0.713.1.0.) i (0.907-1.49) (1.05.1.82) i (1.20-2.23) (1.33-2/2) (1.54-3.44) (1.70.3.98) i 30-min 0.581 0.700 0.930 1 1.16 3 1.52 1.83 i 2.19 2.58 3.16 3.63 1 (0.467-0.701 (0.53.5-0.646), (0.774--1.13)1 (0:955-1.41) (122-2 00).. [0 42.2.4si 0.6"1.3.01) (1.79-3.68) 2.084.6 ) ( (2.30-5.38) 1 6060-mirk0.722 0.858 1.13 i 1.41 '1.86 2.27 E 2.73 3.25 4.01 IL 4.65 I �- (0.605.0.671) (0.717-1.04) (0.942-1.37) (1.16.132 (1.550-2.471 (1.76.3..04) [ (2.01-3.77) (2.26.4,64) (2.65-5.92) .94.6.8$) € 0.863 1.01 1.33 1.66 2.21 2.71i. 3.27 Wl 3.91 4.86 5.66 l 2-fir 2. 9' (2.12-3.61) 1 .4`4-4.46 5-� 55 3. (3.62420) l r (0.727-1.03) {0.85-:•1 t2) (1.1_ 1 .1) (1.36-2.01) (1.80 2. 2j i {2 . } { (?.7_ .: . _} (. 2� 712) i 0.946 1.10 1.44 1.79 2.38 2.93 3.55 4.26 5.32 1 6.21 I 3-hr ! (0.800-1.13) (0.930.1.32 (1.21.1.72 (1.49-2,16) (1.95-3.15) (2.30-3.89) 1 (2.66-4.86) 1 3.02.6.02) (3.58-7.7.6 (4.00-.9,07) E 1.08 '1.28 1.67 2.07 2.73 3.32 1 3.98 E 4.73 5.83 1 6.76 E 6-hr (0 523.1.2$) (1.09-1.52) (1.42.1.99) 1 (1.74.2.48) (2.24-3.54) (2.62-4.35) 1 (3.00-5.37) 1 (3.37.0.59) (3.95-8.39)1 (4.39=9.76) i '#2-hr 1.27 1.51 1.97 1 2.41 3.09 3.69 4.34 5.06 6.11 ' 6.96 I (1.09-149) (1.29-1.76) (1.66-2.33) 3 (2.03-2.66) (2.54-3.994) (2.92-4.75) 1 (3.29-5.76) (3.613-6.95) (4.17-8.66) (4.58.995) 24. hr 1.51 1.78 2.27 ? 2.73 3.44 4.05 i 4.71 E 5,44 6.48 7.33 I I (1.30-1.76) (1.53-2.08) C (1.95-2.e ) ; • (22.32-3.22) 1 (2.84-4.32) (323-5.15) E (3.60-6.18) (3.94-7.37) (4.47-9.03) (4.67-10.4) I f 1.75 2.06 2.61 3.11 3.85 4.47 1 5.12 5.83 6.83 1 7.63 1 2-day 1 (1.51.2.02) (1.78-2.38) (2.25-3.04) i (2.E6-3.63) (3.18-4.75) (3.58-5.6"0) 1 (3.93-6.62) ( .25-7.79) (4/5-9.44) I (5.12-10.7) E E I 1 1.91 2.22 2.78 1 3.28 4.03 4.66 4 5.32 6.03 7.04 7.85 " sy I (1.66-2.20) (1.93-2.57) (2.41.3.22) (222-3.82) (3.35-4.95) (3.74.5.80) i (4.11-6.84) (4.42.8.02) (4.92-9.67) (5.30.10.9) 1 , 2.04 2.36 2.93 1 3.44 4.19 4.82 1 5.49 6.20 7.21 1 8.02 { Ada J' 1.7�-2.34) i2.05-2.71) (2.54.3.38) 1 (2.96.999) (349-5.12) (3.90.5.98) ; (4.25-7.02) (4.57.8.21) (5.06-9.8s) I (5.44.11.1) 2.31 2.69 3.35 3.91 4.71 5.35 1 6.01 ,' 621 7.65 1 8.39 7-day I (2.02-2.63) (2.35-3.05) (2.92 ".84) } (3.q0.4.51) (3'.93.5.67) r•4.34•6,58") ' (4.:8.7.59) (4.9:-8.751'1 (5.41-10.3: 3 (5.74.11.5) �V1 2.55 2.98 3.71 4.31 5.15 5.80 i 6.46 7.14 8.04 1 8.72 10-day i (2.62-3.40) ! C C 5 5.7 (2.24-2.90) � (3.75-4.95) [4.30-c.1.,) (4.71-�.0�) (.�.0,-8.Q9f (5.30-9.24) (�.r0-10.8) i (6.00-11.9) 1 CC . I 211-day I (2.88-.3x.6) 1 (3.3, 26) (4.066Tt 6122) i (4.63-6.03)1 5.29 f (5.21-7.31).21 il, (5.65-6 28) I (5.97-928) J (6.19-10.6)28 (6.56-12.1) ; (6.83-13.3) ! 3.83 1 4.41 5.33 1 6.08 7.08 7.83 8.56 1 9.28 10.2 10.9 1 30-day (3 40-4.30) E (3.91-4.95) (4,71-6.01) 1 (5.34-6.89) (E96-8.28) (6A3-9.33) (6.75-10.5) i (6.98-11.8) (7.34-13.4) 1 (7.61-14.6) 4.50 1 5.18 6.25 1 7.11 8.23 9.07 1 9.87 10.6 11.6 12.3 ' d5-day 1 14.02-5.04) (4.61-5.60) (5.55-7.02) (6.26-8.02) 1 (6.95-9.56) (7.47.10.7) 14(7.62.12,0) ; (8.05-13.4) (6.41.15.1) (8.68.16,4) x.05 ' 5.83 7.05 8.01 9.28 10.2 I 11.1 I 11.9 12.9 1 13.6 60-day i ;4.=2-5.03) (5.2)•£6.50) (6.27.7.89) (7.09-9.02) (7.&5-10.7) (8.42-12.0) 1 (8.79-13 4) 1 (9.02-1 .9) (°38-16.7) (9�6-18.1) ' Precipitation frequency (Pr) estimates in this table are based on frequency analysis of partial duration series (PDS). E ( Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates I (for a given duration and average recurrence interval) will be greater than the upper bound (or lass than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP)estimates and may be higher than currently valid PMP values. Please refer to t OAA Atlas 14 document far more information. precipitati•on '= 3.44 in 25-yr, 24-hour storm intensity Vprecipitation :=I precipitation 'Atankfarm = 3901.6 ft3 Eq: [2] Vprecipitation= 694.9 bbl 25-yr, 24-hour storm volume in tank farm Vlaroesttank := 1000 bbl Volume of largest tank in tank farm Vtotat '= 1.25 ' Vtarrgesttank + V precipitation = 1944.9 bbl Eq [3] Req'd tank farm contain 2 (15.5 ft) A15.5tank '_ = 188.7 ft2 Eq [4] Footprint of 15.5' tanks 4 2 Al2tank =-= � ' X12 ' � = 113.1 ft2 Eq [5] Footprint of 12' tanks 4 n15.5tank := 17 Number of 12' and 15.5' tanks nl2tank •— 10 2 Aef f containment '=Atankfarm — {n15.atank 'A15.5tank+ nl2tank 'Al2tank) = 9271.5 f$ Eq [6] Effective containment area of the tank farm Hcontainment .— Vtotat = 1.2 ft Eq [7] Required Wall Hight for Tank Farm Aef f containment Result is a tank farm wall height of 1.5' per preferred structural wall height. Unloading Pad Containment Required Storage for Unloading Pad La f ftoad :_ 107.5 ft Length of offload pad Woffload := 160 ft Width of offload pad Auntoad :=Lof Road • W offload= 17200 ft 2 Footprint of offload pad Eq. [8] Volume of Vprecipatation :=precipitation •Auntoad= 878.2 bbl precipitation from offload pad Vtruck := 150 bbd Voffload_req'd := Vprecipitation + 1.25 • Vtruck = 5983.4 ft3 Eq. [9] Total Required Offload Storage Storage Provided by Offload Pad Geomety 1.17 ft • 80 ft • Wofftoad _ Eq. [10] Volume from Vofftoad_approac;t :_ 7488 ,f t offload pad approach slope 2 1.17 ft • 25 ft • �Voffload _ s Eq. [11] Volume from Voffload_departure :_ -T- 2340 f t offload pad departure slope 2 Wof ftoad_trench := 2.5 ft Width of offload pad trench Loffload_trench := Wofftoad— 1 ft= 159 ft Length of offload pad trench Sofftoad_trench : 0.02 ft = Slope of offload pad trench ft Doffload_trench_us:= 10 in Depth of offload pad trench at upstream side ( 2 •Dof fload_treneh US+So f fload_trench ' Lef Road_trench\ = 963.3 f$3 Voffload_trench := Wofftoad_trench' 'offload_trench • 2 Eq. [12] Volume stored in offload pad area Storage Provided by Offload Sump Lof ftoad_sump := 20 ft Length of offload sump Woffload_sump := 12 ft Width of offload sump Dofftoad_sump:= 6 ft Depth of offload sump Voffload_sump:=Lofftoad_sump ' Woffload_sump•Doffload_sump = 1440 ft3 Eq. [13] Volume of offload sump Total Available Storage Voffload := Vofftoad_approach+Voffload_departure + Vofftoad_trench+ Vofftoad_sump = 12231.3 ft3 Eq. [14] Storage := if V offload TTofftoad_reqd> "adequate" s "inadequate") = "adequate" Colorado Department of Public Health and Environment RECYCLING FACILITY INITIAL REGISTRATION FORM Section I Facility Information: Facility Name: NGL Water Solutions DJ, LLC C5 Facility Corporate Name (if different than above): Street Address: CR 51 & CR 16 County: Weld City or Town: Keenesburg State: CO Zip Code: 80643 Mailing Address: 3773 Cherry Creek North Drive City or Town: Denver State: CO Zip Code: 80209 Facility Contact Name: Nick Va encia Telephone: 720 708 6535 Fax Number: NA Email Address: nvalencia@m3-construct.com Section II Owner Information (Complete if different than above): Owner's Name: NGL Water Solutions DJ, LLC Owner Address: 3773 Cherry Creek North Drive City or Town: Denver State: CO Zip Code: 80209 Telephone: 303 815 1010 Fax Number: NA Email Address: info@hidhsierraenergy.com Section III 24-Hour Emergency Contact Information: Name: Nick Valencia Telephone: 720 708 6535 Fax Number: NA Email Address: nvalencia@m3-construct.com Submitted by: Ashley Garcia of M3 Construction Date: 12/22/14 INSTRUCTIONS Complete Sections 1, II, and 111. Send completed form to: Colorado Department of Public Health and Environment Solid Waste Unit Leader HMWMD-SW-B2 4300 Cherry Creek Dr. South Denver, CO 80246- 1530 If you have questions regarding this form, please contact Wolf Kray at 303-692-3337 or toll-free 1 -888- 569- 1831 ext. 3337. 2008 ENVIRONMENTAL flWQC© g November 3, 2014 Mr. Nick Valencia M3 Construction 2681 W. 120th Ave, Ste. 250 Westminster, CO 80234 Via email; nvalencia@M3-consult.com Subject: Site Groundwater Monitoring Plan NGL Water Solutions, LLC: C5 Injection Facility Weld County Road 51 Hudson, Colorado SW1/4, SW1/4, Sec. 29, T2N, R64W CGRS Project No. 1-12462-14686ab Dear Mr. Valencia: This correspondence summarizes the water quality monitoring program and proposed groundwater monitoring well installation located at the above-referenced injection facility. The well installation and baseline soil and groundwater quality sampling activities will be scheduled after basic site infrastructure has been constructed. A site location map is included as Figure 1, and an approximate site layout map illustrating the anticipated monitoring well locations is included as Figure 2. The Groundwater Monitoring Plan provides baseline groundwater quality data, which will facilitate early detection of an unknown subsurface release of exploration and production fluids related to facility processing activities. In addition to groundwater sampling, depth to groundwater will be measured in each monitoring well and the groundwater elevation, flow direction, and hydraulic gradient will be calculated using surveyed well elevations in order to monitor groundwater flow trends. Water quality samples will be collected and analyzed for constituents associated with oil and gas exploration and production activity. Water quality sampling activities for the NGL Water Solutions DJ, LLC: C5 Injection facility will be performed on a quarterly basis. Water quality samples will be submitted to a contract laboratory for analysis of benzene, toluene, ethylbenzene, and xylenes (BTEX), total dissolved solids (TDS), and chlorides. A full description of CGRS' Methods and Procedures for field and reporting activities are provided in Attachment A. Four permanent groundwater monitoring wells (MW-1 through MW-4) will be installed up-gradient, down-gradient and/or adjacent to facility operation areas (Figure 2). The proposed monitoring wells will be installed to a depth of approximately 30 feet below ground surface (bgs). The wells will be constructed with approximately 25 feet of 2-inch diameter, 10-slot PVC screen and approximately 5 feet of solid PVC riser. 10/20 silica sand will be applied around the screened portion of the wells to a depth of approximately 2 feet above the well screen, at which point the well borings will be sealed with a hydrated bentonite/grout mixture to the surface. In the case where water is encountered at shallower or deeper depths, the wells will be advanced at least ten feet into the groundwater table and the screened interval will be adjusted accordingly. Monitoring wells will be finished with locking j-plug well seals and either 4-inch square aluminum stick-up mounts or flush-mounted traffic rated manways. Pertinent information, such as soil sample descriptions of color, texture, consistency, moisture content, and soil vapor readings along with well construction details of each monitoring well will be provided in the associated quarterly groundwater monitoring report. CGRS will begin quarterly groundwater monitoring prior to when the facility commences full-scale operation in order to obtain adequate baseline water quality samples. It should be noted that after the installation of groundwater monitoring wells, and after site construction has been completed, a revised monitoring plan will be submitted (as applicable) to document any updated site conditions. 1301 Academy Court Fort Collins, CO 80524 T 800-288-2657 F 970-493-7986 www.cgrs.com Site Groundwater Monitoring Plan NGL Water Solutions DJ, LLC: C5 Injection Facility Weld County Road 51 Hudson, Weld County, Colorado SW I/4, SW 1/4, Sec. 29, T2N, R64W Should you have any questions or require additional information, please call Ms. Kelly Sutton or Mr. Craig Mulica at (800) 288-2657. Sincerely, CGRS, Inc. Kate McSherry Staff Scientist Reviewed By: 1 etak •iitszt‘osts,e•----) Kelly Sutton Project Manager/Scientist Enclosures: Figure 1 — Site Location map Figure 2 — Approximate Site Layout Map Attachment A: CGRS' Field and Reporting Methods and Procedures ______. -\ \.. 40119 �9 p� , \ \ 493 . e? ..-- x4959) / ( _. 40a'� 1 \, ) \ \ i r4 ..\--"-\\ ) \ \ \ , r \ a� 1 II TN\ - -- l'Mpt \ \C 11 fr " a t" , 2 -N \ t\\` \` • - \ r J \ \N,...i.. .) c_,,, ,,,\: , * . __,,./.2„_____ 1 _._„._ NeN , ak, 1 \ .c.____:: i (() -. 19 0 .... z_. ,, .,. 1 SWIM .. \1/4„,,... _............1/4_ fr.—) % --------..N.N\ . • i f • 745 • ' 4937 •. ti. V� / .� 1 4WD' i : \. ic ( �, f 4* l\ . o ‘ * ‘ -' • 98 \Attel".* - -,..- iTh, 4 ;_„,..--31 t r.4. i"v. . e:riia - j BM _ Nirt, D 4VYt?IN, V h its = a ma 1 _ - �` f .•` N. ,-.�Are ' �. _ _ r/ Il fld Q a—\ ISN---. . r SITE + J f�� , • �' LOCATION I s P • 4929 '', _ 0.; - 02 -\ yTh:/... ✓ • - t?'3 • a %,• / \*) KN: --- � `� � ss .a. c... 7 ‘ --_ 4,9,0 , . (Th\N 4924 \ !+ \(1 . .• t5e • I\ 1 c.- ---N ? ,An " 44 ( : , • • 1 r... ` C (7.>1 I It}\k \ \\ cb 4939 imimic/ y N 4 ' '�� © Res No < , •• ii ' 4";,21.31,x. 1/.\\,4"er 44 ) II% . , \/-17 ITC.4.—.45 11.1101 FIGURE 1 SITE LOCATION MAP ei MW CONSTRUCTION, LLC C5 NGL WATER SOLUTIONS COLORADO SW 1/4, SW 1/4, Sec. 29, 2, 64W HUDSON, COLORADO rI'1 PROJECT: DRAFT: C/� D 0 1000 2000 1-12462-14686aa MSB CG EN'�'IrtoNMeHru �,®r CONSTRUCTION eir DATE: REVIEW: a COMPLIANCE lit ■ QUADRANGLE LOCATION SCALE IN FEET 8/19/2014 m CROPLAND IS `�, f� OhE CROPLAND(--__ i ' G ------ 04OhE OhE S1P,�e16 � iohE� `�� G _I / 04------------- hE G ' ohE 0 .----- G ' 04ohE sr G Oh£G IRRIGATION DITCH----- G owe G 04 G /J JIM CREEK #1-29 4 Ord WELLHEAD..,x, /L 70 CROPLAND ti 1 7-- _.,, ---- cc ND / 1 41 CO ��ER,EY / �S (3(\ / _ V 6^ nor — S \ 0 / _ I II I I `-SS \ _____------ Ott OhE' I II I I C,° CROPLAND L__J L__J L__ \ ` OhE- O / -1-- Z S phE 1 e-------- BAUMGARTNER #14-29 WELLHEAD D I f v 1 Cu CI IRRIGATION IRRIGATION DITCH— I COLLECTION ABANDONED PROPERTY DITCH PROPERTY BOUNDARY—N \1 Q2>----- 24" CULVERT I SOIL hE 0 OhE -0--- -0-- OhE OhE----,;:-- -`-`- - OhE O OhE OhE O -03-- 0 OhE C Cr OhE 0 OhE COUNTY ROAD 16 -.._ illV NEW WELL PAD -------WETLAND (UNDER CONSTRUCTION) LEGEND FIGURE 2 6 PROPOSED MONITORING WELL LOCATION FO FIBER OPTIC LINE (BURIED) SITE CONDITIONS MAP M3 CONSTRUCTION, LLC 0 UTILITY POLE Jr.,. OVERHEAD ELECTRIC LINE C5 NGL WATER SOLUTIONS a RETENTION POND G GAS LINE SW 1/4, SW 1/4, Sec. 29, T2N, R64W HUDSON, COLORADO • WELL HEAD PROPERTY BOUNDARY (APPROXIMATE) PROJECT: DRAFT: - 0- SURFICIAL FLOW DIRECTION FENCE 0 100 200 300 400 500 1-12462-14686ab MSB ENY�IONME$TAL CONSTRUCTION RAILROAD DATE: REVIEW: i l COMPLIANCE SCALE IN FEET 11/4/2014 ATTACHMENT A CGRS' Field and Reporting Methods and Procedures CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility METHODS AND PROCEDURES NGL Water Solutions DJ, LLC; C5 Injection Facility SW1/4, SW1/4, Sec. 29, T2N, R64W WCR 51 Hudson, Weld County, Colorado CGRS Project # 1-12462-14686ab Soil Borings Soil sampling will be conducted in accordance with ASTM:D 1586-08a. Using this procedure, a 2-inch O.D. split-spoon sampler will be driven into the soil by a 140-pound weight falling 30 inches. After an initial set of 6 inches, the number of blows required to drive the sample an additional 12 inches, known as the penetration resistance (N value), will be recorded. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. Soil Classification/Characterization As samples are obtained in the field, they will be visually inspected and classified in accordance with ASTM:D 1488-84. Representative portions of the samples will then be retained for further examination and for verification of the various strata, the N value, water level data, and pertinent information regarding the method of maintaining and advancing the boring will be provided. Charts illustrating the soil classification procedure, descriptive terminology, and symbols used on the logs will be provided. As samples are collected, they will be examined for evidence of petroleum hydrocarbons using visual appearance and by screening with portable photoionization detection equipment. Decontamination To avoid potential transport of contaminated materials to the project site, all drilling equipment and down- hole tools will be steam cleaned prior to mobilization. To prevent cross contamination between soil borings or monitoring wells, all down-hole equipment will also be steam cleaned and rinsed with water between soil borings. Monitoring Well Construction Monitoring wells will be installed utilizing the following general construction criteria: ❑ borehole diameter: minimum 2.0 inches push probe / 6.25 inches conventional boring ❑ well diameter: 1 inch for push probe / 2 inches for conventional boring ❑ estimated depth: ≥ 5 feet below static groundwater table ❑ casing material: schedule 40, flush thread PVC -a- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility well screen: 1 inch inside diameter (I.D.) for push probe / 2 inch 1. D. for conventional boring, #0.01 slot PVC ❑ estimated screened interval: 10 feet above and 10 feet below the groundwater table (may be adjusted based on total depth and water table position) annular pack: 10-20 silica sand ❑ protective casing: 4" aluminum above grade mount, locking cap; or 8" steel flush mount traffic rated manway. ❑ annular seal: cement grout and bentonite pellets. Groundwater Sampling All borings where groundwater is encountered will be sampled from the suspected cleanest to the most contaminated according to the protocols listed below. All pertinent information will be recorded on a sampling information form. Field Protocol Step 1 - Measure water level. Step 2 - A dedicated polyethylene bailer will be used to develop each well. Three bore volumes will be evacuated from each well prior to sampling. Step 3 - Collect water samples. Water samples will be collected using a polyethylene bailer. Step 4 - Store samples in a cooler on ice (-4° Celsius) for transport to the laboratory. Follow all documentation and chain-of-custody procedures. Step 5 - Clean equipment. Water level measurement equipment will be cleaned with ethanol followed by a distilled water rinse. Upon completion of soil or groundwater sampling, a chain of custody log will be initiated. A copy of the chain of custody will be returned to the project manager. Chemical Analysis An approved contract laboratory will provide stationary laboratory analysis. The following analyses will be performed: Soil Analyses: Initial well installation Chemical Parameters Method Used Benzene/Toluene/Ethylbenzene/Total Xylenes (BTEX) EPA - 8260 B -b- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility Soil Analyses: Initial well installation (Continued) Chemical Parameters Method Used Total Volatile Petroleum Hydrocarbons IPA 8260B Water Analyses (Quarterly Groundwater Sampling) Chemical Parameters Method Used Benzene/Toluene/Ethylbenzene/Total Xylenes (BTEX) EPA - 8260 B Total Dissolved Solids (TDS) EPA - 160. 1 Chlorides EPA - 300. 1 Groundwater Trend Analyses Groundwater concentrations are measured in site monitoring wells on a quarterly basis. Upon receiving groundwater analytical data from the laboratory the data is inserted into an historic groundwater analytical data table. Chlorides and sulfates concentrations will be evaluated to ensure that the current concentrations in each well do not exceed 1 .25 times the average background conditions. If results indicate that this threshold is exceeded, then further analyses or investigation will be conducted. Any BTEX constituents discovered in a monitoring well water quality sample, which are above the Colorado Oil and Gas Conservation Commission (COGCC) levels, will be reanalyzed at the laboratory. The presence of BTEX will prompt a complete evaluation of site operations since the last sampling event, and prompt further subsurface investigation if warranted. Groundwater Elevation Measurements The following outlines our standard groundwater quality sampling methodology. Before purging any of the soil test borings or monitoring wells, water level measurements must be taken. Measuring Point Establish the measuring point for the well. The measuring point is marked on the north side of the top of the monitoring well riser. The top of the riser is normally a 2-inch schedule 40 PVC casing inside a locked protective casing. The measuring point should be described on the groundwater sample collection record. -c- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility Access After unlocking or opening a monitoring well, the first task will be to obtain a water level measurement. Water level measurements will be made using an electronic water level indicator. Depth to water and total depth of the well will be measured for calculation of purge volume. Measurement To obtain a water level measurement, lower a decontaminated electronic water level probe into the monitoring well. Care must be taken to assure that the electronic probe hangs freely in the monitoring well and is not adhering to the well casing. The electronic probe will be lowered into the well until the audible sound of the unit is detected and the light on the electronic sounder illuminates. At this time, the precise measurement should be determined by repeatedly raising and lowering the probe to obtain an exact measurement. The water level measurement is then entered on the groundwater sampling collection record sheet or groundwater level data sheet to the nearest 0.01 feet. Decontamination The electronic probe shall be decontaminated immediately after use by wiping with isopropyl alcohol- soaked paper towels and rinsed with distilled water. Always proceed in order from the suspected cleanest well or soil test boring to the suspected most contaminated one. Purge Volume Computation All soil test borings, monitoring wells, and temporary monitoring wells will be purged prior to sample collection. Depending upon the rate of recovery, three to five volumes of groundwater present in a well or borehole shall be withdrawn prior to sample collection. If a well or borehole bails dry, the well or borehole should be allowed to recharge and a sample taken as soon as there is sufficient volume for the intended analysis. The volume of water present in each well or borehole shall be computed using the two measurable variables; length of water column in soil boring or monitoring well depth and diameter. Purging and Sample Collection Procedures Bailing Obtain a laboratory decontaminated disposable bailer and a spool of nylon rope or equivalent bailer cord. Tie a bowline knot or equivalent through the bailer loop. Test the knot for adequacy by creating tension between the line and the bailer. Tie again if needed. New rope and bailer will be used for every sample or purge event. New clean latex gloves will be used when touching the rope or bailer. -d- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility O Spread a clean plastic sheet near the base of the well. The plastic sheet should be of sufficient size to prevent bailer or bailer rope from contacting the ground surface. Place the bailer inside the well to verify that an adequate annulus is present between the bailer and the well casing to allow free movement of the bailer. Lower the bailer carefully into the well casing to remove the sample from the top of the water column, taking care not to agitate the water in the well. Pour the hailed groundwater into a bucket. Once the bucket is full, transfer the water to a barrel and contain on-site. Li Raise the bailer by grasping a section of cord, using each hand alternately. This bailer lift method will assure that the bailer cord will not come into contact with the ground or other potentially contaminated surfaces. Sampling O Instructions for obtaining samples for parameters are reviewed with the laboratory coordinator to insure that proper preservation and filtering requirements are met. ❑ Appropriate sample containers will be obtained from the contract laboratory for each individual analyses requested. After samples are collected, they will be put on ice in coolers (4°C). Care will be taken to prevent breakage during transportation or shipment. ❑ Samples collected by bailing will be poured directly into sample containers from bailers. The sample should be poured slowly to minimize air entrapment into the sample bottle. During collection, bailers will not be allowed to contact the sample containers. ❑ Upon completion of sampling a chain-of-custody log will be initiated. Chain-of-custody records will include the following information: project name and number, shipped by, shipped sampling point, location, field ID number, date, time, sample type, number of containers, analysis required, and sampler's signature. The samples and chain-of-custody will be delivered to the laboratory. Upon arrival at the laboratory, the appropriate laboratory personnel will check in the samples. Laboratory identification numbers will be noted on the chain-of-custody record. Upon completion of the laboratory analysis, the completed chain-of-custody record will be returned to the project manager. Field Cleaning Procedures For all equipment to be reused in the field, the following cleaning procedures must be followed: -e- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility ❑ Disassemble the equipment to the extent practical. ❑ Wash the equipment with distilled water and laboratory-grade detergent. ❑ Rinse with distilled water until all detergent is removed. ❑ Rinse the equipment with isopropyl alcohol, making sure all surfaces (inside and out) are rinsed. ❑ Triple rinse the equipment with distilled water. Laboratory Selection The project manager should consider the following factors when selecting a laboratory: ❑ Capabilities (facilities, personnel, instrumentation), including: LJ Participation in inter-laboratory studies (e.g. EPA or other Federal or State agency sponsored analytical programs); ❑ Certifications (e.g. Federal or State); ❑ References (e.g. other clients); and ❑ Experience (UST, RCRA and other environmentally related projects). El Service LJ Turnaround time; and ❑ Technical input (e.g. recommendations on analytical procedures). The project manager is encouraged to gather pertinent laboratory-selection information prior to extensively defining analytical requirements under the project. A request may be made to a laboratory to provide a qualifications package that should address the points listed above. Once the project manager has reviewed the various laboratory qualifications, further specific discussions with the laboratory or laboratories should take place. In addition, more than one laboratory should be considered. For large-scale investigations, selection of one laboratory as a primary candidate and one or two laboratories as fall-back candidates should be considered. The quality of the laboratory service provided is dependent on various factors. The project manager should be able to control the quality of the information (e.g. samples) provided to the laboratory. It is extremely important that the project manager communicate to the laboratory all the requirements relevant to the project. This includes the number of samples and their matrices, sampling schedule, parameters and constituents of interest, required analytical methodologies, detection limits, holding times, deliverables, level of QA/QC, and required turnaround of analytical results. -f- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility Field and Laboratory Quality Control General Quality control checks are performed to ensure that the data collected is representative and valid data. Quality control checks are the mechanisms whereby the components of QA objectives are monitored. Examples of items to be considered are as follows: 1. Field Activities: Use of standardized checklists and field notebooks; Verification of checklist information by an independent person; I� Strict adherence to chain-of-custody procedures; Calibration of field devices; O Collection of replicate samples where applicable; and O Submission of field blanks, where appropriate. 2. Analytical Activities: ❑ Method blanks; ❑ Laboratory control samples: ❑ Calibration check samples; O replicate samples; O Matrix-spiked samples; ❑ "Blind" quality control samplers; ❑ Control charts; Surrogate samples; ❑ Zero and span gases; and ❑ Reagent quality control checks. Management of Waste Material During the advancement of soil borings, decontamination of field equipment and development of soil borings or temporary monitoring wells, waste materials will be generated. This section addresses both the management of solid waste (soils) and the liquid wastes generated. Soil generated during remedial activities will be containerized in 55-gallon drums or stockpiled on an impermeable membrane and covered with plastic, which ever is most appropriate. The waste characteristics of the soil will be determined by appropriate analytical methods and the soil disposed of in accordance with -g- CGRS, INC. NGL Water Solutions DJ, LLC — C5 Injection Facility state and federal regulations. Water generated during field activities will be containerized in storage vessels that are compatible with the suspected or identified contaminant(s). If required, the water will be analyzed by appropriate analytical methods to determine its waste characteristics. If a water treatment system is available, wastewater will be treated on-site, thus eliminating the need for disposal. A portable aeration system can also be utilized to eliminate volatile contaminants in wastewater. In any event, the ultimate disposition of water will be in accordance with all applicable regulations. Reporting After data has been compiled and analyzed, CGRS submits a summary report to NGL Water Solutions DJ, LLC at the following address: Mr. Josh Patterson NGL Water Solutions DJ, LLC 8203 West 20th Street, Suite A Greeley, Colorado 80634 Furthermore, CGRS submits an electronic copy to the following recipients and email addresses: Mr. Josh Patterson; NGL Water Solutions DJ, LLC; jpatterson@highsierraenergy.com Additional reports may be submitted upon the request of, or permission from, NGL Water Solutions DJ, LLC. This includes the anticipated submittal of quarterly reports to the Weld County Department of Public Health and Environment. -h- JPMorgan Chase Bank, N.A. 2334 M3 CONSTRUCTION 23.101/1020 2861 W. 120th AVENUE, STE 250 WESTMINSTER, CO 80234 11 /03/2014 m C O PAY TO ca THE ORDER OF Colorado Department of Public Health and Environment $ **3, 126. 10 Three thousand one hundred twenty-six and 10/100********************************************************************' DOLLARS `-' E Colorado Department of Public Health and Environmi 4300 Cherry Creek S Drive 7.2 Denver, CO 80246 S U. MEMO - 6 (20 tiu luNt u�_ Payment For C5 APEN �� o II° 00 2 3 3 gI1° 1 : LO 200 LO L ? I : 108 3 3 988011° M3 CONSTRUCTION 2334 11/03/2014 Colorado Department of Public Health and Environment 3, 126. 10 tk2p�� NOV rsC9 Stat.ot'a:~ Chase Operating Payment For C5 APEN 3, 126. 10 M3 CONSTRUCTION 2334 11/03/2014 Colorado Department of Public Health and Environment 3, 126. 10 Chase Operating Payment For C5 APEN 3, 126. 10 • err P friA Water Solutions October 31 , 2014 FedEx: Colorado Department of Public Health and Environment Air Pollution Control Division N CD 4300 Cherry Creek Drive South, APCD-SS-B 1 - 4 2014 Denver, CO 80246- 1530 • Subject: C5 Salt Water Disposal Facility — --- General Permit Applications and Construction Permit Application NGL Water Solutions DJ, LLC Weld County, Colorado To Whom It May Concern: NGL Water Solutions DJ, LLC is submitting this application for the C5 Salt Water Disposal Facility (Facility), a new facility, located at SWSW SECTION 29, T2N, .R64W, Weld County, CO to request coverage under a GP01 for the oil heating tank, oil tanks, slop oil tank, sale oil tank; coverage under a GP05 for the desand tanks, sand and oil removal tanks and the produced water unloading sump; and coverage under a construction permit for the truck loadout and fugitives. The facility will have a maximum facility throughput of 20,000 bbliday of trucked in water. Facility wide emission units will include: Desanding Tanks (2 x 700 bbl) Sale Oil Tank (1 x 400 bbl) Sand and Oil Removal Tanks (2 x 1000 bbl) Produced Water Unloading Sump Oil Heating Tank (1 x 400 bbl) Electric Tank Heater Water Equalization Tanks (8 x 840 bbl) Loadout Post-Filter Tanks (2 x 1000 bbl) Fugitives Oil Tanks (3 x 400 bbl) Diesel Tank (1 x 500 gal) Slop Oil Tank ( 1 x 400 bbl) . The facility emission calculations, application forms, APENs, and supporting documentation are included in the attachments. 8207 West 20`h Street Suite 8, Greeley, CO 80634 O: (970)356-5560 F: (970)356-5563 Construction, LLC 1\4, - 2861 W. 120th Ave., Ste. 250 Westminster, CO 80234 Phone: (720) 708-6535 rTh TFt t-a I Y l� n February 10, 2015 FEB 18 2015 Weld County Planning Department GREELEY OFFICE RE: C5 Notice to Mineral Interest Owners Attn : Kim Ogle, Weld County Planning Department The following have been notified of the waiver request for the 30-day notice: Anadarko E & P Onshore, LLC 1099 18th St #2300 Denver, CO 80202 Sincerely, fin4 411 417/ Theodore A. Lopez, Jr., Owner M3 Construction, LLC M3 Construction 2861 W . 120th Avenue, Suite 250 Westminster, CO 80234 720.708.6535 NOTICE TO MINERAL INTEREST OWNERS There will be a Public Hearing before the Weld County Planning Commission on Tuesday, March 3, 2015, at 1 :30 p.m . , in the Weld County Administrative Offices Hearing Room , 1150 County Road 64 ("O" Street), Greeley, Colorado, concerning the request of: Name: NGL Water Solutions DJ, LLC, 3773 Cherry Creek North Drive, Denver, CO 80209 c/o M3 Construction, 2861 W 120th Avenue, Suite 250, Westminster, CO 80234 Case Number: USR14-0085 Request: A Site Specific Development Plan and Special Review Permit for Mineral Resource Development Facilities, Oil and Gas Support and Service (Class II Oilfield Waste Disposal Facility - Saltwater Injection Facility, Water Recycling , a Truck Tanker Washout Facility and a temporary tank storage area with containment) in the A (Agricultural) Zone District Legal : Lot B , RE-3520 being part of the SW4 of Section 29, Township 2 North, Range 64 West of the 6th P. M . , Weld County, Colorado Location : East of and adjacent to County Road 51 ; North of and adjacent to County Road 16 As having a Mineral Leasehold, you may have an interest in the minerals located under the property. For additional information write or telephone Kim Ogle, Planner at 970-353-6100 extension 3549. As a representative of NGL Water Solutions DJ , LLC, we, M3 Construction, LLC, are requesting on their behalf a waiver of the 30-day notice as required by state stature. Comments or objections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 1555 North 17th Avenue, Greeley, Colorado, 80631 , on or before the date of public hearing . I so 17Stil 3: 0ll1!!W (131441,-, a 61.:1€_`3:. n ;111/) 36 ISM It 51T "' j ' '1'.1{x. a 32 :ti; :y 35 tr, 31 4" s - waId 4 —�... - ' a1 n. . . a' 01lI 1 i•l ;'. ' C I!:v4i's' C$li!!'i '?i3£65101,16411.4i GSlsl".Ib1 115kr;31Y i s WI 1'.' C14PO d ; I9t641` nsu611;' 9ia:641V ::1'1,'<,: a tillitic. :I h; s fl �y 17 '1 1 v L 1, 11 t __ n.. ,.. : 1.--.DUB ia. 04..�•{>FI{40J .-_lMaa.. r.ra0R1: y- --6— nil +Jib.-c � s�rrrrn C1FT�LR 1e[ —~�— j 13 r 1G .. 1'. 1r 11 CLOSURE PLAN NGL WATER SOLUTIONS DJ LLC, C 5 FACILITY TO : Weld County Dept. of Public Health and Environment Colorado Oil & Gas Conservation Commission FROM : NGL Water Solutions DJ, LLC RE: DETAILED CLOSURE PLAN — C5 Salt Water Disposal Facility DATE: November 21, 2014 Regarding our USR Application, we are providing the following detailed closure plan for our C5 facility located near Greeley, Colorado. This includes the plugging and abandonment of the well . There are several companies in the area that would plug and abandon the well in exchange for salvage rights to the casing and tubing. The well would be plugged according to specifications as set forth by the COGCC. This would take care of the well head and all the subsurface equipment related to the well bore. The following is a list of facility equipment that would need to be removed upon facility closure: Item Description Quantity Method of Disposal Offload Pumps 4 Pumps will be cleaned, parts will be sold Sump Pumps 3 or reused at other NGL facilities and Oil Transfer Pump 1 remaining housings and skids will be Filter Pump 1 scrapped. Charge Pumps 1 Injection Pump 1 DeSander Tank 1 Brine water and tank bottoms will be HWSB Tank 1 disposed of, tanks will be emptied and System Tanks 4 steam cleaned by confined space crews Clean Tanks 2 and the clean tanks will be reused or Oil Tanks 5 scrapped. Pump House Building 1 Buildings will be demolished, materials Offload Canopy 1 will be separated and recycled/reused or scrapped . After removal of buildings and equipment, all concrete will be removed from location . There will be approximately 3 weeks of concrete removal and grade work. The entire sire will be remediated back to its original state and seeded with grasses matching the grasses of neighboring sites. Hello