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Home My WebLink About20151059.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /5 CASE #ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0 7 0 9 . 3 5 . 0 - 0 0 . 0 1 2 (12 digit number-found on Tax I.D information obtainable at the Weld County Assessor's Office. or WLS')/C Co w=eld_.co.us) Legal Description Leaseholdlnt SE4SW4 35765 Booth 24-35, Section 35 , Township 7 North, Range 65 West Zone District: NA , Total Acreage:259.41 , Flood Plain: NA . Geological Hazard: NA . Airport Overlay District:NA FEE OWNER(S) OF THE PROPERTY: Name: Booth Land & Livestock. LLC Work Phone# 970 353 7055 Home Phone# Email boothland@yahoo.com Address: 33071 US Highway 85 Address: City/State/Zip Code Lucerene. CO 80646 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: NGL Water Solutions DJ, LLC Work Phone# 303 815 1010 Home Phone# Email info@highsierra.com Address:3773 Cherry Creek North Drive Address: City/State/Zip Code Denver. CO 80209 PROPOSED USE Construction & operation 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 -ndica 'ng that the sig atory has to legal al authority to sign for the corporation. /� L atel— 1/5/15 Si ature: O�7ner ohKKKrtzed Agent Oate Signature Owner or Authorized Agent Date NGLWS C10 Facility: 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 would allow for construction and operations of a saltwater disposal facility. This facility will include an offload area,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, 22-4-140.A. EP.Goal 1, Section 22-4-140.B. EP.Goal2 and Section 22-6-20.C.1 ECON.Policy 3.1 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 operations as a self-contained facility. 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. The proposed facility is a Class II Oilfield Waste Disposal Facility—Saltwater Injection Facility which is classified as a Mineral Resource Development Facility, Oil and Gas Support Service per Chapter 23-3-40 A.2 of the Weld County Code. This facility is allowed, with the site's current A (Agricultural) Zone District, through a Use by Special Review process. 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 pond will be added to the site per the attached drainage letter. 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, Oil/Gas infrastructure,John Johnsons Dairy, irrigation center pivots, and the new alignment of the County Road 47 Parkway. 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 employees that will operate the SWD facility. There will be no more than 5 employees 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 7 days a week. On average, there will be 160 trucks per day. b. Number of employees proposed to be employed at this site This site will employ 10 employees with no more than 5 at any one time 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 Initially the facility will include a pump house building, a concrete containment area, and a concrete truck offload pad with a canopy covering part of the offload pad. The pump building will include a 1200 square foot occupied space that will include a break room, restrooms and an office. Future structures have been identified on the USR map as may be needed for expansion. Drainage calculations have included the runoff from these structures. 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 7 days a week. In addition to the tanker truck traffic employees and service trucks will be accessing the site as needed. g. Who will provide fire protection to the site This site is located in the Glaeton 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, including drainage feature, will be seeded with an approved xeric seed, see included erosion control plan for additional notes and requirements. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. 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. 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. See included Closure Plan for further detail. 8. Explain how the storm water drainage will be handled on the site. Please see attached Water drainage letter/report/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. Contingent upon the USR 28 day review process, NGL will submit for grading and building permit with request for early release. Construction will start as soon as USR conditions of approval, grading and building permit approvals are in place. It is anticipated that construction will take approximately 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, tank containment area, truck off-load area, sidewalk between tank containment and pump building, landscaping that will consist of seeding the disturbed area per attached erosion control plan, a 3-strand barbed-wire fence, facility sign and drainage & grading per the attached grading plan. WASTE HANDLING PLAN NLG WATER SOLUTIONS DJ, LLC C10 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. • 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. • 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). • Any spill or release of raw sewage. • If any of the above criteria is met or exceeded, the Colorado Department of Public Health and • Environment (CDPHE), Local Emergency Planning committee, downstream users and other agencies (MS4s) 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 DUST ABATEMENT PLAN NLG WATER SOLUTIONS DJ, LLC: C 10 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. WERNSMAN ENGINEERING, INC. 1011 42nd STREET • EVANS, CO 80620 Phone (970) 353-4463 Fax (970) 353-9257 October 31, 2014 Ms.Jen Petrik Drainage Engineer Weld County Public Works P.O. Box 758 Greeley CO 80632 RE: Drainage letter for High Sierra's C10 facility on CR 74 near Galeton CO Dear Ms. Petrik: This letter addresses the Water Quality Capture Volume (WQCV) requirements and existing and proposed drainage ways on the site The storm-water historically enters the site from the west and drains across the site to the north east.The proposed plan will collect on site flows and direct them around the proposed improvements to the water quality pond in the east side of the site. When the water quality pond reaches capacity at elevation storm-water will flow to the south as sheet flow. Storm water will travel an average of 400 feet east on the lot to further dissipate flows before they travel onto the neighboring property to the east. The proposed conditions imperviousness (including all future buildings but excluding the concrete containment areas that will retain storm water) is 10.The WQCV required for the site is 6124 cubic feet. The pond as shown on the grading plan provides approximately 8090 cubic feet of storage. If you have any further questions or comments regarding this matter, please contact this office. Sincerely, Eric Wernsman P.E. T. Total Site Imperviousness Calculations ENTIRE SITE AREAS CVALUE CXA Ct00 value C100XA I VALUE IXA NEW BUILDING(s) 26800 0.73 19564 0.81 21708 90 2412000 CONCRETE/ASPHALT(DOES NOT INC 16880 0.8 13488 0.96 16185.6 100 1686000 CONCRETE CONTAINMENT AREA) GRAVEL 124,040 0.65 80626 0 0 40 4961600 LANDSCAPE 921300 0.08 73704 0.35 322455 2 1842600 TOTAL 1089000 187382 360348.6 10902200 (COMP C5= 0.17JCOMP C 100= 0.3311= 10.0 ACRES(approx) 25 WQCV Calculations WOCV= a(0.919^3-1.199A2+0.781) a=1 for 40 hr drain time I=0.1 WQCV= 0.06707377 Volume req'd= WQCV•A a= 25 12 Volume req'd= 0.140 acre feet Volume req'd= 6086.9 cu ft STORAGE CALCULATIONS CONTOUR ELEVATIONS AREA DEPTH AVG AREA Volume Provided 4791 6680 1 8090 8090 4792 9500 TOTAL VOLUME OF 8090 C.F.PROVIDED FACILITY EMERGENCY PLAN NGL WATER SOLUTIONS DJ, LLC: C10 SITE 1. Name: NGL Water Solutions DJ, LLC 2. Location: Leasehold Int SE4SW4 35765 Booth 24-35 Sec 35-7N-65W (CR 74 & CR 47) 3. Emergency Telephone Numbers: Ey Night Facility Primary: Chris Lattimer: 720.708.6535 x: 314 720.530.7291 Facility Secondary: Ted Lopez 720.708.6535 x: 302 816.519.0056 Fire District 911 911 Galeton Fire Protection District Ambulance Service Area 911 911 Galeton 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: Galeton Fire Protection District 970.454.0681 Ambulance Service Area: Galeton Fire Protection District 970.454.0681 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: To be completed once site construction begins —will be in Site office. 8. Location &Types of Water Supplies: There is currently no water on this site but there will be several foam fire extinguishers throughout the site 9. Transportation routes: The closest cross streets are CR 74 & CR 47 with the access to the site on CR 74 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. 11. 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:NGL Water Solutions M, LL-C. Phone:303 815 1010 Address:37.73 Cherry Creek North Drive 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 970 218 1739 Ryan Surroz Operations 8207 W.20th St Suite B,Greeley 970 356 5560 Rae Chrisman Operations 8207 W.20th St Suite B,Greeley 303 304 6532 Business Hours: 8:00am-5:00pm Days:Monday-Friday Type of Alarm: None 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:NA Location(s):Na Is alcohol stored in building?NO Location(s):NA Are drugs stored in building?NO Location(s):NA Are weapons stored in building?NO Location(s):NA The following programs are offerer,a public service of the Weld Coun riffs 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 ENVIRONMENTAL flWQC© g October 29, 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 DJ, LLC: C10 Injection Facility Weld County Road 74 Galeton, Weld County, Colorado SE1/4, SW1/4, Sec. 35, T7N, R65W CGRS Project No. 1-12462-14803aa 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 C10 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, LLC: C 10 Saltwater Disposal Facility Weld County Road 74 Galeton, Weld County, Colorado SE1/4, SW1/4, Sec. 35, T7N, R65W 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: . (eta2it .•iA,ct-'4704eC 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 FIGURES A \ c NN444 \4\t‘H, 9 • \4 14 tl 1j�a¢ \` u\L\NNHIll utl 104 4q 796 . . . _ I u K n :tell • it; „ p U `\ 11 - I • : Y /se •. 1 tlda r u l� q I a a4) �: u an) t (---,,!:, u • •.- `• 0.4••=tfmr ...s.s. ,...1." . j \ Ili . � 1 0 • 334 I �� ' % 11 O --. I1 11\?liceN. `• 35 ti, •• 5 35 aejA :.• 36 r N I / l - t'\III Li? SITE 4 �~�� N. v LOCATION \t , „ n �, u • ttt • .•. • <T% • • • _ • 6._ _• T •1. - _ - \_� 751 a de i II • ®Siii ‘ ill Ni..\ —� • a t r • d ` • ill! �` -3= _ f f=1 • sari t► � _ tt � • t e r i nets ' • ' Field . N . I • i �. -._ I �,\• L.--- \ r . i J' : .9. . I "-- 4 \\ N •M :< z •L76/ • 11v i_ .1° V < I L1 - is i �� / J 4 ,f I it_ti JC10: . / (,l r • If ` - :Ille 1. t6 \ O /1 1J Al'SI — 1 \ • 1/4—_,‘ —�tag . 1� _ ,' cX38 / \\ / J Qf7 �O y 1\• • O ttfffi I 10 1 - ` ,� 12 s 4716 r ' l l r. :� • FIG0URE 1 SITE LOCATION MAP NGL WATER SOLUTIONS NGL WATER SOLUTIONS C10 COLORADO SE 1/4, SW 1/4, Sec. 35, T7N, R65W NORTH GALETON, CO PROJECT: DRAFT: 1000 2000 1-12462-14803aa MSB cG ENVIRONMENTAL _I maralmarapsi CONSTRUCTION DATE: REVIEW: !t !!► COMP�tANCp ■ QUADRANGLE LOCATION SCALE IN FEET 10/27/2014 N PUMP WELLHEAD- HOUSE _SECONDARY CONTAINMENT gr T6 s&4iA 0 a 9 ,c_459 r3 )'S T2 • T <OA T� • Ty -146- /// OFFLOAD PAD OFFLOAD S TRENCH - DRAIN MAP SIZE TANK ID (BBLS) ID T1 700 DESANDING AST T2 1000 OIL SKIM AST T3 840 WATER EQUILIZATION AST T4 840 WATER EQUILIZATION AST T5 840 WATER EQUILIZATION AST T6 840 WATER EQUILIZATION AST T-OIL-1 400 OIL AST T-OIL-2 400 OIL AST T-HEAT 400 OIL HEAT AST T-SLOP 400 SLOP OIL AST -- T-SALE 400 SALE OIL AST WELD COUNTY ROAD 74 T11 1000 CLEAN AST -4111-T12 1000 CLEAN AST I' . LEGEND FIGURE 2 S PROPOSED MONITORING WELL LOCATION APPROXIMATE SITE LAYOUT MAP --► SURFICIAL FLOW DIRECTION NGL WATER SOLUTIONS C10 SE 1/4, SW 1/4, Sec. 35, T7N, R65W NORTH GALETON, CO PROJECT: DRAFT:0 50 100 150 1-12462-14803aa MSB CG ENYRONM AL CONSTRUCTION DATE: REVIEW: A COMPLIANCE SCALE IN FEET 10/29/2014 �� ATTACHMENT A CGRS' Field and Reporting Methods and Procedures CGRS, INC. NGL Water Solutions DJ, LLC 010 Facility METHODS AND PROCEDURES NGL Water Solutions DJ, LLC C10 Injection Facility SE1/4, SW1/4, Sec. 35, T7N, R65W Galeton, Weld County, Colorado CGRS Project # 1-12462-14803aa 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 010 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 010 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 010 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 010 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 010 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 010 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 010 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- CGENVIRONMENTAL ?C ° VD© @ October 29, 2014 Mr. Nick Valencia M3 Construction, LLC 2861 W. 120`'' Avenue, Suite 250 Westminster, Colorado 80234 Subject: Spill Prevention Control and Countermeasure (SPCC) Plan NGL Water Solutions DJ, LLC C10 Injection Facility SESW Section 35, T7N, R65W Galeton, Weld County, Colorado CGRS Project: 1-12462-14803ab Dear Mr. Valencia: Please find the enclosed DRAFT SPCC Plan that CGRS, Inc. (CURS), prepared for the above referenced NGL Water Solutions DJ, LLC (NGL) C10 injection facility in Galeton, Colorado. This plan has not been certified by a P.E. but its purpose is to provide you with the needed documentation to present to the appropriate personnel during the public hearing. Once the C10 facility is constructed, CGRS will perform a formal SPCC inspection based on the site's layout and current equipment on site. The final plan will be certified by a P.E. CGRS, Inc., appreciates the opportunity to provide professional environmental services to NGL and M3 Construction. If you have any questions, please call me at (800) 288-2657. Sincerely, CGRS, Inc. iveta2{ . S‘iitt4a$C Kelly Sutton Project Manager/Scientist Enclosures 1301 Academy Court Fort Collins, CO 80524 T 800-288-2657 F 970-493-7986 www.cgrs.com SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN NGL Water Solutions DJ, LLC C10 Injection Facility, Weld County, Colorado CGRS Project Number: 1 - 12462-14803ab Prepared for: M3 Construction, LLC 2681 W 120`h Avenue, Suite 250 Westminster, Colorado 80234 Prepared by: CG EMAI Cam: CGRS, Inc. 1301 Academy Court Fort Collins, Colorado 80524 October 28, 2014 TABLE OF CONTENTS Section Description [SPCC Regulation Cross reference: Page 1 .0 PLAN CERTIFICATION 1 1 . 1 Certifying Engineer Statement [ 112.3(d)] 1 1 .2 Management Approval Statement [112.7] 1 2.0 GENERAL 2 2. 1 SPCC Plan Description [ 112.7(a)(1 )] 2 2.2 SPCC Plan Location [ 112.3(e)] 2 2.3 Amendment and Review Procedures [112.5] 2 2.4 Facilities Not Yet Operational [ 112.7] 3 2.5 Deviation from Requirements [ 112.7(a)(2)] 3 2.6 Facility Description [112.7(a)(3)] 3 2.7 Facility Storage [112.7(a)(3)(i)] 4 2.8 Discharge Prevention Measures [ 112.7(a)(3)(ii)] 5 2.9 Discharge Controls [ 112.7(a)(3)(iii) 6 2. 10 Countermeasures: Discovery/Response/Cleanup [ 112.7(a)(3)(iv)] 6 2. 11 Disposal [ 112.7(a)(3)(v)] 7 2. 12 Notification Phone List [112.7(a)(3)(vi)] 7 2. 13 Discharge Notification Form [ 112.7(a)(4)] 8 2. 14 Discharge Procedures [ 112.7(a)(5)] 9 2. 15 Discharge Prediction [ 112.7(b)] 11 2. 16 Secondary Containment for Loading/Unloading Areas Other Than Rack [ 112.7(c)] 11 2. 17 Statement of Impracticability [ 112.7(d)] 11 3.0 INSPECTIONS, TESTS AND RECORDS 11 3. 1 Inspections and Record-Keeping [ 112.7(e)] 11 4.0 PERSONNEL TRAINING 12 4. 1 Personnel Instruction [112.7(O( 1 )] 12 4.2 Designated Individual for Spill Prevention [112.7(O(2)] 12 4.3 Spill Prevention Briefings [ 112.7(O(3)] 12 5.0 SECURITY [112.7(g)] 13 5. 1 Securing and Controlling Access 13 5.2 Securing Master Flow/Drain Valves 13 5.3 Preventing Unauthorized Access to Starter Controls 13 5.4 Securing Loading/Unloading Connections 13 5.5 Security Lighting 13 6.0 TANK TRUCK LOADING AND UNLOADING 13 6. 1 Secondary Containment for Loading/Unloading Areas Including Racks [ 112.7(h)(1 )] 13 6.2 Warning Barrier Systems [112.7(h)(2)] 13 6.3 Bottom Drains of Vehicles Examined [ 112.7(h)(3)] 14 7.0 OTHER GENERAL REQUIREMENTS 14 7. 1 Brittle Fracture/Other Failure Evaluation — Field Constructed Aboveground Containers [ 112.7(i)] 14 7.2 Conformance with Stricter State Rules [112.7(j)] 14 7.3 Oil-filled Operational Equipment [ 112.7(k)] 14 8.0 FACILITY DRAINAGE 14 8. 1 Drainage from Diked Areas [ 112.8(b)( 1 )] 14 8.2 Dike Drainage Valves — Manual, Open/Closed Designed [ 112.8(b)(2)] 14 8.3 Drainage System for Undiked Areas [ 112.8(b)(3)] 14 8.4 Final Drainage Diversion System [112.8(b)(4)] 15 8.5 Backup Pump for Lift Station and Transfer Systems [ 112.8(b)(5)] 15 9.0 BULK STORAGE TANKS 15 9. 1 Containers Compatible with Materials Stored [ 112.8(c)( 1 )] 15 9.2 Secondary Containment [ 112.8(c)(2)] 15 9.3 Rainwater Drainage Procedure [ 112.8(c)(3)] 16 9.4 Buried Metal Tanks Corrosion Protection [ 112.8(c)(4)] 16 9.5 Partially Buried Tanks Protected Against Corrosion [ 112.8(c)(5)] 16 9.6 Integrity Testing [112.8(c)(6)] 16 9.7 Internal Coils [ 112.8(c)(7)] 17 9.8 Engineered to Avoid Discharges [ 112.8(c)(8)] 17 9.9 Plant Effluent Discharges to Navigable Water [ 112.8(c)(9)] 17 9. 10 Oil Leaks Promptly Corrected [ 112.8(c)( 10)] 17 9. 11 Mobile or Portable Oil Storage Tanks [ 112.8(c)( 11)] 17 10.0 FACILITY TRANSFER OPERATIONS 18 10. 1 General 18 10.2 Buried Pipe Installations [ 112.8(d)( 1 )] 18 10.3 Terminal Pipe Connections Capped or Blank Flanged [ 112.8(d)(2)] 18 10.4 Aboveground Pipe Supports [ 112.8(d)(3)] 18 10.5 Testing and Inspection of Aboveground Pipes and Valves [ 112.8(d)(4)] 18 10.6 Warning for Trucks of Pipes [ 112.8(d)(5)] 19 11 .0 SUBSTANTIAL HARM [ 112.20(e)] 19 FIGURES FIGURE 1 : Site Location Map FIGURE 2A: Site Layout Map FIGURE 2B: Site Conditions Map APPENDICES APPENDIX A: SPCC Review Log APPENDIX B: Aboveground Storage Tank Ullage Log APPENDIX C: DOT Requirements APPENDIX D: Emergency Spill Response Contacts APPENDIX E: Spill Documentation Form APPENDIX F: Inspection and Recording Forms APPENDIX G: SPCC Training Signoff Sheet APPENDIX H: Secondary Containment Volume Calculations APPENDIX I: Self-Determination Criteria Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LW Page I O0 Injection Facility Weld County, Colorado 1 .0 PLAN CERTIFICATION 1 .1 Certifying Engineer's Statement 1112.3(d)►: The undersigned Registered Professional Engineer is familiar with the requirements of the Code of Federal Regulations, Title 40, Part 112 (40 CFR Part 112), and he or his agent has examined the facilities. The undersigned Registered Professional Engineer attests that this Spill Prevention, Control, and Countermeasure (SPCC) Plan has been prepared in accordance with good engineering practices including applicable industry standards, and in accordance with the requirements of 40 CFR Part 112; that procedures have been established for required inspections and testing; and that the Plan is adequate for the facilities. This certification in no way relieves the owner/operator of the duty to prepare and fully implement this SPCC plan in accordance with the requirements of 40 CFR Part 112. f• Date: n 4 ola Y• _ • .". . • Mr. Brannan Davis, P.E. i c'�'. • „`� Colorado State Registration No: 44268 a '' f �'�e r M1. =• •wit-0,,„ t• ..� •. 1 .2 Management Approval Statement ► 112.71: This SPCC Plan is fully supported by the management of NGL Water Solutions DJ, LLC (NGL). NGL is committed to the prevention of discharges of oil to navigable waters or the environment, and maintains the highest standards for spill prevention, control, and countermeasures through periodic review, updating, and implementation of this Plan. NGL will implement this Plan and amend it as needed due to expansions, modifications and improvements at the NGL C10 injection facility and \still provide the manpower, equipment, and materials required to expeditiously control and remove any quantity of oil discharged that may be harmful. Date: J ) - - ( L} 1`• osh Patterson Certifying Official NGL Water Solutions DJ, LLC Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Pagc 2 CIO Injection Facility Weld County, Colorado 2.0 GENERAL 2.1 SPCC Plan Description (112.7(a)(1)1 The following SPCC Plan has been developed as part of a comprehensive plan to minimize the potential for oil discharges at the NGL Water Solutions DJ, LLC (NGL) CIO injection facility located in Galeton, Colorado. The plan is designed to guide personnel in their oil spill prevention activities and satisfy applicable federal requirements outlined in 40 CFR, Part 112, and Colorado Oil and Gas Conservation Commission (COGCC), Rule 906 for facilities that have total aggregate aboveground oil storage capacity greater than 1 ,320 gallons. 2.2 SPCC Plan Location 1112.3(e)1 The NGL C10 injection facility is manned 24 hours a day and in accordance with 40 CFR 112.3(e), a complete copy of the SPCC Plan is maintained on site for use by oil handling personnel. The NGL main office is located approximately 12.5 miles southwest from the NGL C10 injection facility location. The plan is available for inspection, at either the main office or the CIO facility, by regulatory officials at all times. 2.3 Amendment and Review Procedures (112.51 The SPCC Plan will be amended as needed by NGL whenever there is a change in the facility design, construction, operation, or maintenance, which materially affects the potential to discharge oil into navigable waters or adjoining shorelines. Any technical amendment to this SPCC Plan will be effective only if certified by a Professional Engineer in accordance with 40 CFR, Part 112.3(d). In addition, NGL will review and evaluate the current SPCC Plan at least once every five years. As a result of such review, the SPCC Plan will be updated and modified to include more effective prevention and control technology where applicable. All technical plan amendments will be certified by a Professional Engineer and fully implemented within six months of the date of the facility change. All administrative plan amendments will be made by the operator; however, administrative amendments do not require certification by a Professional Engineer. SPCC Plan reviews will be documented on a review log that will be maintained with the SPCC Plan. The following table outlines non-technical verses technical amendments and describes the management review process. The SPCC Plan Review Log form is provided in Appendix A. Non-Technical Amendments • Non-technical amendments are not required to be certified by a professional Engineer. • Examples of non-technical amendments include, but are not limited to, phone numbers, name changes, or any non-technical text changes. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 3 CIO Injection Facility Weld County, Colorado Technical Amendments • Technical amendments are certified by a Professional Engineer. • Examples of technical amendments include, but are not limited to, commissioning or decommissioning containers; replacement, reconstruction, or movement of containers; reconstruction, replacement, or installation of piping systems; construction or demolition that may alter secondary containment structures; changes of product or service; or addition or deletion of standard operation or maintenance procedures related to discharge prevention measures. It is the responsibility of the operator to determine, and confirm with the regulatory authority as necessary, what constitutes a technical amendment. The preamble of the rule states that an amendment is required only "when there is a change that materially affects the facility's potential to discharge oil" (67 FR 47091 ). • An amendment made under this section will be prepared within six (6) months of the change and implemented as soon as possible but no later than six (6) months following preparation of the amendment. 2.4 Facilities Not Yet Operational 1112.71 The NGL C10 injection facility described in the SPCC Plan is expected to be fully operational in June 2015. Planned spill prevention improvements and procedures will be completed within six months of the date of the SPCC Plan. 2.5 Deviations from Requirements 1112.7(a)(2)l The NGL C10 injection facility does not include any deviations from the SPCC requirements. 2.6 Facility Description [ 112.7(a)(3)1 NGL owns and operates the NGL CIO injection facility; an onshore oilfield water storage and Class II injection facility. Oilfield production water with small amounts of oil, ranging from 3-1 .5%, is transported to the site by tanker trucks that vary in size. The largest transport has a storage capacity of approximately 9,240 gallons (220 BBL). The production water delivered to the site is offloaded from the tank trucks in the offload pad, which includes a sloped concrete pad with a trenched drain, running to a sump that will collect surface runoff. The sump routes runoff from the concrete offloading pad to the de-sanding tanks where it is pumped into an oil skim tank. The water offloaded from the tanker trucks is pumped directly from the transports into a 29,400-gallon (700 BBL) de-sanding tank (T1- T2) for particulate removal from the production water. The de-sanding tank remove solids greater than 120 µm in size. Then the water is transported into the 42,000 gallon (1 ,000 BBL) oil skim tank (T-2) for initial separation. Residual oil is skimmed from the tank and the recovered oil is pumped to the oil storage tanks, which consist of two 16,800-gallon (400 BBL) aboveground storage tanks (ASTs), which are identified as AST T-oil-1 and T-oil-2. After initial separation, the water is transferred to the four (4) manifolded 35,280-gallon (840 BBL) water equalization ASTs (T3-T6). The majority of the remaining oil within the production water is recovered during this process, and Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 4 C10 Injection Facility Weld County, Colorado the recovered oil is transferred to a 16,800 gallon (400 BBL) heat oil AST (T-heat) where it is heated then piped into the sale oil 16,800 gallons (400 BBL) tank (T-Sale) or to the 16,800 gallon (400 BBL) waste oil tank (T-Slop). The water is then transferred to the pump house where it is filtered and transferred to one of the two 42,000-gallon (1000 BBL) clean water tanks, and subsequently injected into the subsurface injection well. Overall, the facility consists of a concrete offloading pad, pump house, one injection well, and a concrete secondary containment dike that stores one 29,400-gallon (700 BBL) de-sanding AST (T-1 ), one 42,000-gallon (1 ,000 BBL) oil skim AST (T-2), four 35,280-gallon (840 BBL) water equilization ASTs (T-3 through T-6), two 16,800-gallon (400 BBL) recovered crude oil storage ASTs (T-oil-1 , T-oil-2), one 16,800 gallon (400 BBL) heat oil AST (T-heat) one 16,800-gallon (400 BBL) sale oil AST (T-sales), one 16,800-gallon (400 BBL) waste oil AST (T-slop), and two 42,000-gallon (1 ,000 BBL) clean water storage ASTs (T-11 , T-12). All facility ASTs are contained within a secondary containment area. In addition, the facility contains a 2,520 gallon (60 BBL) sump which collects runoff from the offloading area which is manually pumped into the oil separation AST when necessary. The facility is located in the Southeast '/4 of the Southwest '/ of Section 35, Township 7 North, Range 65 West, in Weld County, Colorado. The facility is located approximately 1 ,500 feet west of Weld County Road (WCR) 47 and approximately 150 feet north of WCR 74. The facility is surrounded by native grasses and agricultural land. The regional topography is relatively level with drainage to the east and south east. Surficial runoff within the concrete unloading area will be captured within the trench drain which drains to the unloading sump. All other site runoff is generally sheet flow to the east and south east where the water will infiltrate into surficial soils. The nearest significant water body is the Poudre River located approximately 7.5 miles to the south of the facility. Site location and area topographic and surface water features are depicted on Figure 1 (topographic map). General site layout and site conditions are shown on Figures 2A and 2B, respectively. 2.7 Facility Storage (112.7(a)(3)(i)1 The following table describes ASTs associated with storage of oil products at this facility: Tank ID# Capacity Tank Process Tank Dimentions (Dia. Construction Material (gallons) (ft)/Height (ft) T-1 29,400 De-Sanding Tank 12/40 Fiberglass reinforced plastic AST within main (unloading tank) concrete secondary containment Fiberglass reinforced plastic AST within main T-2 42,000 Oil Skim Tank 15.5/30 concrete secondary containment T-3 35,280 Water 15.5/25 Fiberglass reinforced plastic AST within main Equalization concrete secondary containment Water Fiberglass reinforced plastic AST within main T-4 35,280 Equalization 15.5/25 concrete secondary containment T-5 35,280 Water 15.5/25 Fiberglass reinforced plastic AST within main Equalization _ concrete secondary containment Spill Prevention Control and Countenneasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 5 C10 Injection Facility Weld County, Colorado Capacity Tank Dimentions (Dia. Tank ID# (gallons) Tank Process Construction Material (ft)/Height (ft) T-6 35,280 Water 15.5/25 Fiberglass reinforced plastic AST within main Equalization concrete secondary containment Fiberglass reinforced plastic AST within main T-11 42,000 Clean Tank 15.5/30 concrete secondary containment T-12 42,000 Clean Tank 15.5/30 Fiberglass reinforced plastic AST within main concrete secondary containment Single-wall steel shop fabricated vertical AST T-oil-1 16,800 Oil Storage 12/20 within main concrete secondary containment Single-wall steel shop fabricated vertical AST T-oil-2 16,800 Oil Storage 12/20 within main concrete secondary containment Single-wall steel shop fabricated vertical AST T-sale 16,800 Sale Oil Storage 12/20 within main concrete secondary containment Single-wall steel shop fabricated vertical AST T-slop 16,800 Waste Oil Storage 12/20 within main concrete secondary containment Single-wall steel shop fabricated vertical AST T-heat 16,800 Heat Oil Storage 12/20 within main concrete secondary containment Total 380,520 2.8 Discharge Prevention Measures I112.7f a)(3)(iiil NGL ensures that any releases due to spilling or overfilling do not occur. NGL only accepts disposal water when there is adequate capacity in the tanks to receive product. Monitoring of the transfer operation is done visually, with strict attention being paid to the volume received in accordance with available tank capacity. Manual tank gauging and sight confirmation of tank liquid levels are performed approximately every two hours with additional gauging as needed. Offloading procedures consist of a transfer pump, situated on the offloading pad that transfers fluid from the offloading tankers into the de-sanding AST. After the initial separation of the oil and water in the oil separation tank, the oil is transferred into the recovered crude storage ASTs. As aforementioned, tank filling does not begin until the plant operator has verified and documented the ullage (available capacity) based on manual tank gauge measurements and sight confirmation. In addition, electronic gauges are utilized that automatically shut down the pump transfer when approximately 90% of tank volume capacity is reached. Any water spilled within the pump house during pump maintenance or regular pump operation flows to a floor drain which drains into a 60 BBL sump located within the main secondary containment area in the southwest corner. An example Ullage Log is provided in Appendix B. NGL requires all drivers to comply with DOT regulations in 49 CFR Part 177 regarding tank loading and unloading procedures. DOT requirements are provided in Appendix C. The following procedures are implemented when ASTs are being loaded: • Vehicle's motor and lights are turned off, and the parking brake is set • The driver does not remain in the vehicle Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 6 CIO Injection Facility Weld County, Colorado • Outlet valves are closed • Grounding procedures are followed • Ungrounded objects are removed from loading/unloading areas • Flow is started slowly. The fill pipe is touching both the truck hatch and bottom of compartment • Transfer operator is present and attentive After loading is complete, the following procedures are followed • All loading valves are closed and loading arms disengaged. Signs of spillage are noted and remedial action taken if necessary • All hatches are closed tightly • Internal safety valves are closed 2.9 Discharge Controls 1112.7(a)(3)(iii)1 The ASTs and all associated piping and equipment are located within a diked secondary containment or the offloading pad, which will contain and control any potential discharges from the tanks, equipment, and transport trucks. Any spills occurring within the pump house will be contained with a spill kit containing absorbent materials (boom, speedi-dry, etc) and will be disposed of properly. The design of the offloading pad consists of two surfaces; the offload approach and the offload departure pad. The offload trench, which is located between the approach and departure pad, is designed to convey all fluids at a 2% slope toward the offload containment sump, which is pumped into the de-sanding tank. Any construction joints will be sealed to prevent leakage through containment. Additionally, a 30mm liner will be installed underneath the offload pad trench drain and offload sump containment, and a 3-inch PVC pipe will be installed under the offload sump to monitor any leaks in the containment area. Furthermore, NGL maintains spill response oil absorbent materials readily available at the facility that can be deployed immediately to contain and abate potential discharges outside the secondary containment areas. Spill kits are located in the tank farm and the pump house and contain absorbent material and hand tools for spill response. NGL instructs oil handling personnel to assure that all 55-gallon oil drums are stored properly and within containment areas (if applicable) and that drum openings are sealed appropriately when not in use to prevent spills. NGL assures that all transfer equipment is compatible with the products being dispensed. Furthermore, drum fittings are securely attached to the appropriate bung openings and operated according to manufacturer recommendations. 2.10 Countermeasures: Discovery/Response/Cleanup I112.7(a)(3)(iv)1 NGL employees and contractors are aware of the need to immediately report all spills of oil products to Mr. Josh Patterson, the primary contact (See Appendix D). If the primary contact is not available, the NGL Main Office will be Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 7 CIO Injection Facility Weld County, Colorado notified. In the event of a large spill requiring emergency response (i.e., spill spreads beyond the immediate spill area, enters surface water, requires special training or equipment, poses a danger of fire or explosion), emergency personnel from the Galeton Fire Protection District will be utilized by calling 911 . Spill response will be initiated as soon as possible to stop additional spillage and to implement containment measures. NGL personnel and contractors maintain spill response supplies and oil absorbent materials, at the tank farm and the pump house, that are immediately available on-site to respond to spills and begin immediate cleanup measures. Heavy equipment, including excavation vehicles and equipment, are on-call in the area provided by Mundt Oilfield Services. Pumps and vacuum tanker trucks are also on-call from either Wright Choice or Magna Energy Services. Manual tools, such as shovels and rakes, for use in containment and cleanup of spills will also be employed, if needed. Discovery, response, and cleanup activities are described in more detail in the following sections. 2.11 Disposal 1112.7(a)(3)(v)1 The final operation in spill response and cleanup is the disposal of impacted materials. Any plan for disposal used by NGL must be coordinated through the appropriate regulatory agency. If the impacted material is related to a release of oil or produced water from the tank battery system, the agency for oversight is the COGCC. If from a source not regulated by COGCC (such as a tanker truck in transit), the agency for oversight is the Colorado Department of Public Health and Environment (CDPHE) Solid Waste Division. Impacted material must be disposed of at an appropriate facility permitted with the CDPHE, or other appropriate regulatory agency, to receive the type of waste being shipped and with shipment documented using proper manifest or bill-of-lading forms, if required. NGL will submit a follow-up written report to the appropriate agency within 60 days following a release, or in accordance with the requirements of the agency. 2.12 Notification Phone List [112.7(a)(3)(vi)1 A contact list and phone numbers for individuals, emergency response authorities, spill response/cleanup contractors, and regulatory agencies to be notified in the event of leakage or spills is provided in Appendix D. Spills ultimately reaching navigable waters in harmful quantities as defined by 40 CFR Part 110.3 (that which violates applicable water quality standards or causes a sheen on the water surface) are required to be reported under 40 CFR Part 110.6. If a spill or release of exploration and production waste or produced fluids occurs outside of a secondary containment area and is greater than 1 BBL (42 gallons), it must be reported to the following regulatory agency within 24 hours: Colorado Oil and Gas Conservation Commission Environmental Release/Incident Report Hotline Denver, Colorado (1-877-518-5608) Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 8 C 10 Injection Facility Weld County, Colorado After hours or related to a container not regulated by COGCC contact: Colorado Department of Public Health and Environment Denver, Colorado (1-877-518-5608) (24-Hour) In the event of a large spill requiring emergency response (i.e. spill spreads beyond the immediate spill area, enters surface water, requires special training or equipment, poses a danger of fire or explosion), contact the following: Galeton Fire Protection District Galeton, Colorado 911 (24-Hour) (970) 454-0681 (Main Number) If the release reaches navigable water, contact the following: National Response Center Washington, DC (1-800-424-8802) (24-Hour) 2.13 Discharge Notification Form 1112.7(2)(4)1 An example form for spill documentation and reporting is provided in Appendix E. When contacting regulatory agencies, the following information should be provided: • name and owner/operator of facility • responsible company/person, including mailing address and telephone number • name of person reporting the release • date and time of release • legal description of release location • type and amount of substance released • waterway affected, including amount reaching water • cause of release • action taken to control, contain, and remove release • other pertinent information specific to the release In accordance with 40 CFR Part 112.4(a), if the facility has a discharge to navigable water of more than 1,000 gallons of oil in a single event or discharges more than 42 gallons of oil in each of two discharges occurring within any twelve month period, NGL will submit the following information to the EPA Regional Administrator within 60 days from the day of the discharge: • Name of the facility • Callers name • Location of the facility Spill Prevention Control and Countermeasure Plan October 28, 2014 NCI. Water Solutions DJ, LLC Page 9 C 1 0 Injection Facility Weld County, Colorado • Maximum storage or handling capacity of the facility and normal daily throughput • Corrective action and countermeasures taken, description of equipment repairs and replacements • Description of the facility, including maps, flow diagrams, and topographic maps, as necessary • Description of the cause of the discharge, including a failure analysis of the system or subsystem that failed • Additional preventative measures taken or contemplated to minimize the possibility of recurrence • Any other information as the Regional Administrator may reasonably require pertinent to the Plan or discharge 2.14 Discharge Procedures 1112.7(a)(5)j After identifying and locating a spill, the necessity for and feasibility of effective containment can be assessed. Containment must be initiated as soon as possible to prevent undue spreading of released product. The first action should be the elimination of any additional spillage. This may be accomplished by shutting off a pump or valve, placing a cap or a plastic or epoxy patch over the leak, putting a temporary plug in a puncture or tear, or other appropriate action. A review of operations at the NGL C10 facility indicates a low potential for release because all of the oil-containing vessels are within full secondary containment, with the exception of the sales oil load out pipe. Additionally, several of the manifolded ASTs are equipped with high level alarms to reduce the risk of overfilling. The CIO facility has had no reported spills of petroleum products from the ASTs or oil storage containers which have qualified as "spill events" under the federal definition. The following table describes storage containers and associated equipment where potential discharges could occur. The table includes predictions of failure types, estimated volume, flow rate and the direction of flow, which could be discharged from the facility as a result of each type of major equipment failure and general secondary containment notes. Source Type of Failure Volume Estimated Direction of Secondary (gallons) Flow Rate Flow Containment Desanding Tank Outward Concrete secondary (oil/water) Rupture 33,600 Gradual to within containment with (TI ) instantaneous containment collection sump to south Oil Skim Tank Outward Gradual to within Concrete secondary (oil/water) Rupture 25,200 instantaneous containment containment with (T2) to south collection sump IWater Outward Equilization ASTs Gradual to within Concrete secondary (filtered Rupture 21 ,000 instantaneous containment containment with production water) to south collection sump (T3, T4, T5, T6) Clean Water Outward Concrete secondary (water and minor Gradual to within Rupture 42,000 containment with oil mixture) instantaneous containment collection sump (T11, T12) to south Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 10 CIO Injection Facility Weld County, Colorado Source Type of Failure Volume Estimated Direction of Secondary (gallons) Flow Rate Flow Containment Oil Stora eTanks Outward g Gradual to within Concrete secondary (oil) Rupture 12,600 instantaneous containment containment with (T-oil-1 , 2) collection sump to south Oil Slop Tank Outward Gradual to within Concrete secondary (water/oil) (T- Rupture 16,800 instantaneous containment containment with Slop) to south collection sump Oil Heat Tanks Outward Concrete secondary (oil) Rupture 16,800 Gradual to within containment with (T-heat) instantaneous containment collection sump to south Outward Concrete secondary Sale Oil Tanks Gradual to within (oil) Rupture 16,800 instantaneous containment containment with (T-sale) collection sump to south Outward Concrete secondary AST Piping Rupture *1 to 30 1 to 60 gal/min within containment with containment collection sump to sump Tanker Truck Hose rupture, East towards AST concrete Loading from oil connection failure or *1 to 50 50-100 gal/min containment tank load out overfill drain containment Active secondary 55-Gallon drum in Rupture 1 to 55 Gradual to Radial containment Pump house instantaneous across floor materials, spill response absorbents * Predicted releases associated with oil transfer activities are based on the attendant being present in close proximity to the pump controls, the loading valve or pump switch accessible, and the attendant shutting the valve or pump switch within a conservative time frame of 30 seconds. Oil absorbent materials maintained at the C10 facility will be used to contain and clean up spilled product. If required, on-site excavation equipment and/or manual tools, such as shovels and rakes, will be used to erect earthen berms along the leading edge of the spill to prevent spreading. Materials recovered during cleanup will be placed in appropriate containers or stockpiled using an impermeable liner and cover (such as polyethylene sheeting) to prevent cross- contamination with unexposed media prior to disposal. If free phase petroleum product is present or if'the spill reaches surface water, the spill must be contained and removed. Mechanical methods of spill removal include suction hoses, excavation, the use of skimmers, and sorbent materials. The use of chemical or biological collecting agents is discouraged and may only be used with prior approval from both state and federal regulatory officials. NGL instructs all personnel who operate the tank battery systems on deployment measures needed to contain and cleanup a potential spill. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 11 C10 Injection Facility Weld County, Colorado 2.15 Discharge Prediction I112.7(b)1 A review of planned operations at the C10 Facility indicates a low potential for equipment failure. Since the initial installation of the injection facility storage tanks, there have been no reported spills of petroleum products at the tank battery facility that have qualified as "spill events" under the federal definition. 2.16 Secondary Containment for Loading/Unloading Areas Other Than Rack I112.7(c)j The production water delivered to the site is offloaded within the load/unload secondary containment area (unloading pad). The design of the unloading pad is such that liquids would be contained on the pad and into the trench drain if a spill were to occur. The unloading pad trench drain routes any release to the unloading pad sump. Transfer pumps and piping used to fill all tanks are within the secondary containment dike or unloading pad containment. Secondary containment for oil transfer activities from the oil ASTs to the tanker trucks are provided by the concrete unloading/loading pad. Overfills, valve or connection failures or dispensing spills at the recovered oil, process water ASTs, and the clean water AST would be contained within the concrete secondary containment. Spill response absorbent materials maintained on-site provide secondary containment for potential discharges that may occur within the pump house or outside any containment area. In the event of a spill outside the secondary containment areas, oil absorbent materials maintained on-site will be placed along the leading edge of the flow path and, if needed, on-site equipment will be used to erect soil berms to contain spills on-site until cleanup measures are completed. NGL instructs all operations personnel who operate the AST systems and are involved with oil handling activities on the location of the spill containment materials and deployment measures needed to contain and clean up spills. 2.17 Statement of Impracticability I112.7(d)l Not applicable; secondary containment is provided for all oil storage containers at the facility. 3.0 INSPECTIONS, TESTS AND RECORDS 3.1 Inspections and Record-Keeping 1(112.7(e)I Inspections are an integral part of NGL operations. As described in more detail in Section 9.6, the AST systems are visually inspected every two hours, monthly and annually to ensure that there has been no failure of the tanks or associated equipment. Periodic certified inspections are also performed on the tanks, piping, and transfer equipment. Storage tank inspection reports which have been completed are signed by the appropriate supervisor or inspector and are made part of the current SPCC Plan. NGL management is responsible for all inspection reporting and documentation procedures. These records are kept on file with the SPCC Plan for a minimum period of three years. Inspection and recording forms are provided in Appendix F. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 12 CIO Injection Facility Weld County, Colorado 4.0 PERSONNEL TRAINING 4.1 Personnel Instruction 1112.7(0(1)1 NGL provides training for personnel involved with handling oil products and in the operation and maintenance of the AST systems to prevent discharges and requires that contracted personnel are similarly trained. Operations and maintenance training includes review of applicable owner's manuals and reference guides related to the ASTs and associated equipment, and general facility operations. Moreover, specific training to instruct oil handling personnel in discharge procedure protocols, applicable pollution control laws, rules, and regulations, which includes a complete review of the SPCC Plan, is provided. Training is provided upon initial employment of each new hire and during periodic safety meetings. Annually, refresher training is provided and spill response deployment exercises are reviewed and/or conducted. Initial employee training, periodic safety meetings and annual refresher training activities are documented, with documentation records maintained on file at the NGL main office. NGL ensures that all contract personnel responsible for operating and maintaining the oil storage tank systems and associated equipment (contract oil handling personnel) are familiar with the facility operations, tank contents, and safety procedures. All contract oil handling personnel who work at the tank battery facility are aware of the SPCC Plan, the plan location, requirements, and spill prevention, control, and reporting procedures prior to working at the tank battery facility. 4.2 Designated Individual for Spill Prevention 1112.7(0(2)1 The designated individual and Response Coordinator (RC) for spill prevention and reporting for NGL is Mr. Josh Patterson, who can be contacted at 970-356-5560 (office). 4.3 Spill Prevention Briefings 1112.7(0(3)1 NGL schedules and conducts spill prevention briefings at least annually during regularly scheduled safety meetings for all personnel involved with oil handling operations to assure adequate understanding of the SPCC Plan. These briefings highlight and describe spill events or failures, malfunctioning components, recently developed precautionary measures, and a review of spill response deployment measures. Employees acknowledge attendance and understanding of these briefings with their signatures on an attendance form. An SPCC training attendance form is provided in Appendix G. Spill prevention briefing attendance forms are maintained on file in the NGL main office. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 13 C10 injection Facility Weld County, Colorado 5.0 SECURITY 1112.7(2)1 5.1 Securing and Controlling Access The NGL C10 facility is manned and operates 24 hours per day, 7 days per week. Access is controlled by the facility entry and exit roads and the requirement of personnel to check in at the office upon arrival. Security is provided by the presence of NGL operations personnel 24 hours a day which provides a deterrent to unauthorized access. 5.2 Securing Master Flow/Drain Valves NGL locks master flow/drain valves on applicable ASTs when not in use, or in standby mode for extended periods of time. 5.3 Preventing Unauthorized Access to Starter Controls Starter controls for the AST transfer pumps are located in a control panel which is locked with switches in the off position when not in use, or in standby mode for extended periods of time. NGL limits access into the control panel to authorized personnel trained in the operation of the AST systems. 5.4 Securing Loading/Unloading Connections Loading/unloading pipe connections are securely capped and valves locked when not in use. 5.5 Security Lighting Overhead lighting is present in all of the oil and production water storage/transfer areas and outlying areas that will assist in the discovery of discharges occurring during hours of darkness both by operating personnel and non- operating personnel and to deter acts of vandalism. 6.0 TANK TRUCK LOADING/UNLOADING 6.1 Secondary Containment for Loading/Unloading Areas Including Racks 1112.7(_h)(1)1 The ASTs at the facility do not include loading/unloading racks. As described in Section 2.15, all loading and unloading connections and equipment on the ASTs are within the secondary containment dikes and loading/unloading areas. If a spill occurs from a tanker truck outside the containment areas, NGL maintains readily available and ample quantities of absorbent materials and equipment on-site that can be rapidly deployed to contain and abate any potential spill on-site. 6. 2 Warning/Barrier Systems 1112.7(h)(2)l Signs warning drivers to disconnect transfer lines before departure are posted in offloading/loading areas. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 14 C10 Injection Facility Weld County, Colorado 6. 3 Bottom Drains of Vehicles Examined I112.7(h)(3)1 NGL assures that prior to filling and departure of any tanker truck, the lowermost drain and all outlets of such vehicles are closely examined for leakage and, if necessary, tightened, adjusted, or replaced to prevent liquid leakage while in transit. 7.0 OTHER GENERAL REOUIREMENTS 7.1 Brittle Fracture/Other Failure Evaluation — Field Constructed Aboveground Containers 1112.7(1)1 The NGL C10 facility does not include field-constructed ASTs. 7.2 Conformance with Stricter State Rules 1112.7(1)1 No stricter State discharge prevention and containment procedures are applicable to this facility. 7.3 Oil-filled Operational Equipment 1112.7(k)1 The C10 facility has one oil-filled electrical transformer, which is owned and operated by Xcel Energy. Xcel is responsible for all aspects of operation and maintenance of the transformer. 8.0 FACILITY DRAINAGE 8.1 Drainage from Diked Areas 1112.8(b)(1)1 The C10 secondary containment area is constructed entirely of concrete, with drains routed to the sump. All fluids that discharge outside of the ASTs and/or piping within the containment area are routed to the sump, which is pumped into the de-sanding tank. The trench drain located on the unloading/loading pad also drains to the main sump. No fluids are discharged outside of the secondary containment area. 8.2 Dike Drainage Valves — Manual, Open/Closed Designed 1112.8(b)(2)1 There is no dike drainage valves associated with the AST secondary containment area. The AST secondary containment area routes all water to the sump. 8.3 Drainage System for Undiked Areas 1112.8(b)(3)1 Secondary containment is provided for all aboveground tanks, piping and tanker truck transfer areas to prevent discharges to storm drainages outside the secondary contained areas. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 15 C10 Injection Facility Weld County, Colorado 8.4 Final Discharge Diversion System 1112.8(b)(4)1 In the event of a discharge outside secondary containment areas, oil absorbent materials maintained at the facility will be used to contain a spill on-site. If required, earthen berms will be constructed with on-call excavating equipment along the leading edge of the spill to retain oil on-site until cleanup measures are completed. 8.5 Backup Pump for Lift Station and Transfer Systems 1112.8(b)(5)l NGL does not operate drainage lift stations at the C10 facility. 9.0 BULK STORAGE TANKS 9.1 Containers Compatible with Materials Stored 1112.8(c)(1)j The ASTs and any portable containers used for storage of water and petroleum products at the NGL C10 facility are shop manufactured for their intended use. The containers are constructed with materials compatible with the products stored and conditions of storage, such as pressure and temperature. 9.2 Secondary Containment 1112.8(c)(2)l All production water and oil ASTs are contained within the main concrete secondary containment area. The containment area is drained by an underdrain system which will convey precipitation and any released fluids to the sump. The containment area is designed to hold the tank with the largest capacity (42,000-gallons) plus freeboard allowance for precipitation. The total calculated capacity of the containment area is 153,061 gallons (3,644 BBL). Considering the volume occupied by other tanks and freeboard allowance for a predicted 24-hour, 100-year storm event for the area, the adjusted available holding capacity is approximately 69,076 gallons (1 ,645 BBL). The unloading pad at the C10 facility drains into the sump located adjacent the secondary containment. The unloading pad is designed with adequate capacity to hold the volume of the largest tank of tanker truck (9,240 gallons or 220 BBL) plus freeboard allowance for precipitation. The total calculated capacity of the unloading containment area is 63,803 gallons (1,518 BBL). Considering the freeboard allowance for a predicted 24-hour, 100- year storm event for the area, the adjusted available volume in the offload area plus the unloading sump is approximately 19,164 gallons (456 BBL). The secondary containment systems at the NGL CIO facility are designed to be impervious to contain spills from the largest tank without loss of oil until cleanup measures are implemented. NGL assures that excess precipitation is removed from the secondary containment areas to maintain adequate spill retention volume for the tanks. Secondary containment volume calculations are presented in Appendix H. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 16 C10 injection Facility Weld County, Colorado 9.3 Rainwater Drainage Procedure 1112.8(c)(3)l Precipitation that accumulates within the diked areas drains to the containment area sump, then pumped into the production water holding tanks. 9.4 Buried Metal Tanks Corrosion Protection I112.8(c)(4)l The facility does not currently operate buried tanks. 9.5 Partially Buried Tanks Protected Against Corrosion 1112.8(c)(5)l The facility does not operate partially buried tanks. 9.6 Integrity Testing f 112.8(c)(6)l NGL assures that the ASTs and associated equipment are maintained in good condition. The ASTs, valves, transfer equipment, and aboveground piping components are readily accessible for visual inspection. Preventive spill measures include regular periodic inspections of the storage tanks and associated equipment and secondary containment systems following guidelines of the Steel Tank Institute (STI) Standard for the Inspection of Aboveground Storage Tanks SP001 September 2011 5th Edition. Based on the tank configurations, tank volumes, the tanks being in contact with the ground, and spill control provided by the secondary containment dikes, these activities include the following: • On a monthly basis, the owner inspects the tanks, piping, and associated equipment for evidence of leakage. If needed, gaskets are replaced and threaded connections are tightened. Secondary containment areas are checked from the presence of spills or leaks, which is removed if present. The secondary containment sump is checked to assure it is operable and water transfer piping is unobstructed. Tank gauge calibrations are checked by obtaining stick readings to verify gauge readings. Overfill equipment is tested to assure proper operation. • On an annual basis, the owner inspects the condition of the tank containment structures. Tank foundations and supports are inspected for evidence of settling, cracking or distortion, proper water drainage and grounding. Inspections of the AST exteriors are performed to identify and repair damage to the tanks or surface coatings. Bolts on flanged manways, piping and equipment are inspected for tightness, wear and corrosion. Normal operating and emergency vents are inspected for proper operation and cleaned if needed. Tank liquid level sensing and overfill prevention devices are tested for proper operation. Electrical equipment, including grounding devices, control boxes and lights are inspected for proper operation. All tanks are Category 1 tanks (as defined by the STI SP001 standard), and should follow the inspection schedule for tanks between 5,001 -50,000 gallons. At a maximum 20 year interval, formal internal inspections are performed by a Certified Tank Inspector. The formal internal inspections generally include inspection of mechanical damage, corrosion, cracking, etc, including the internal attachments and piping. Furthermore, shell thickness testing of the AST floor is Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 17 C10 Injection Facility Weld County, Colorado performed. Additional inspection criteria may be deemed necessary by the certified inspector based on tank configurations and industry standards. The extent and frequency of future inspections will be based on the recommendations of the Certified Inspector. Any leaks discovered during inspection are promptly evaluated and reported to the General Manager. NGL assures that personnel who operate, maintain, and inspect the AST systems are properly trained in the operation and maintenance of the systems and characteristics of the fluids stored, which helps to reduce the probability for a spill. As noted in Section 3. 1 , monthly and annual inspection documentation forms are provided in Appendix F. 9.7 Internal Coils 112.8(c)(7)t Internal coils are present in the heated oil tank (T-heat), and are inspected on a monthly basis to detect leaks or malfunction of the heating compound. 9.8 Engineered to Avoid Discharges 1112.8(c)(8)l NGL only accepts disposal water when there is adequate capacity in the tanks to receive product. Monitoring of the transfer operation is done visually, with strict attention being paid to the volume received in accordance with available tank capacity. Manual tank gauging and sight confirmation of tank liquid levels are performed approximately every two hours with additional gauging as needed. Offloading procedures consist of a transfer pump situated on the pad that transfers fluid from the tanker into the de-sanding tank, where solids are allowed to settle out and the oil is separated from the water and transferred into the oil tanks. Production water is then pumped into the manifolded system ASTs and then to the pump house where the water is filtered and transferred to the "clean water" tank. The "clean water" is then transferred back to the pump house and injected into the subsurface via the injection well located northwest of the facility. Tank filling does not begin until the plant operator has verified and documented the ullage (available capacity) based on manual tank monitoring and sight confirmation. Furthermore, all tanks are equipped with overfill pump shut off sensors, which automatically shut down the pumps once tanks reach approximately 90% available capacity. 9.9 Plant Effluent Discharges into Navigable Water 1112.8(c)(9)l The facility does not have plant effluent discharges to navigable waters. 9.10 Oil Leaks Promptly Corrected 1112.8(c)(10)l Any oil leaks identified through routine inspection are promptly corrected, reported to management, and abated. 9.11 Mobile or Portable Oil Storage Tanks 1112.8(c)(I1)t Currently, there are no portable oil storage containers at the facility. Should any portable container containing over 55- gallons comes on site, they will be placed within a containment area and included in routine inspections. Oil-handling Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 18 C 10 Injection Facility Weld County, Colorado personnel are instructed to maintain appropriate seals and plugs on the container when not in use to prevent spills. If a spill occurs, spilled product will be contained within the building walls and cleaned up with readily available oil absorbent materials. 10.0 FACILITY TRANSFER OPERATIONS 10.1 General General safety features which are applicable to maintaining the integrity of transfer operations include: • Valves and pipelines are examined monthly to assess the condition of the transfer equipment • If corrosion damage is found, additional examination and corrective action are taken as indicated by the magnitude of the damage 10.2 Buried Pipe Installations 1112.8(d)(1)j Most facility piping is aboveground and readily visible for inspection. However, piping related to the pump house including piping connecting the clean water AST to the pump house and piping from the pump house to the injection well are underground. The piping is subject to additional protection per section 112.8(d)(1 ). Any replacement of the subsurface piping will be subject to corrosion protection or wrapping. Furthermore, any buried piping that is exposed will be inspected for deterioration. If corrosion damage or leakage at exposed piping is found, additional examination and corrective action will be taken commensurate with the magnitude of the damage. 10.3 Terminal Pipe Connections Capped or Blank Flanged 1112.8(d)(2)l There is no out-of-service piping associated with the AST systems. The terminal pipe connections where the tanker truck connects to unload oil from the oil ASTs are securely capped when not in use and are located inside spill containment enclosures with locking lids, which are labeled to identify what types of product are to be transferred. 10.4 Aboveground Pipe Supports 1112.8(d)(3)1 NGL maintains adequate bracing on aboveground pipe runs to avoid excess movement that can cause stress and abrasion. Piping on the ASTs is of heavy gauge steel construction and is securely attached with threaded fittings to the tank and ground. 10.5 Testing and Inspection of Aboveground Pipes and Valves 112.8(d)(4)l As discussed in section 9.6, valves and piping are examined monthly to assess the condition of the transfer equipment. The dispensing system equipment is maintained in good condition. If corrosion damage or leakage at valves or pipe connections is found, additional examination and corrective action will be taken commensurate with the magnitude of the damage. Spill Prevention Control and Countermeasure Plan October 28, 2014 NGL Water Solutions DJ, LLC Page 19 C 10 Injection Facility Weld County, Colorado 10.6 Warning for Trucks of Pipes f 112.8(d)(5)1 No aboveground piping is exposed outside of the secondary containment, or exposed to vehicular traffic. The unloading pumps and associated piping are protected by steel parking bumpers. NGL instructs personnel operating in the unloading area to be aware of piping and pumping equipment and to use caution when approaching the area. 11.0 SUBSTANTIAL HARM [112.20(e)1 40 CFR 112.20 (f)( 1 ) lists criteria under which "a facility could, because of its location, reasonably be expected to cause substantial harm to the environment by discharging oil into or on the navigable waters or adjoining shorelines. . ." if it meets any of the listed criteria. NGL does not meet the listed criteria, including: (1) does not transfer oil over water; and (2) has a total oil storage capacity of less than one million gallons. Because of the design of the tanks, limited spill history at the facility, no proximity to drinking water intakes, and the well-trained personnel at this facility, no Facility Response Plan should be required. The required Certification of Applicability of the Substantial Harm Criteria, Part 112.20, Appendix D, Attachment C-II, has been completed and is maintained at the facility in Appendix I of SPCC plan. FIGURES • I� CIC:Ctnt a r I CT 25 ii\N\NT ge t ` . :%\:: _ • 1 % k t/A r J .1 O +ice , `` fi t it N.1YI u n I - t / ) v � r 't i a a x /I � i i II N:NN-.:- iu i7lQ /� • �'• +� A j 4� `" c elaillillTar r •• a s I p n •0.:0 ) —• 71Ai i ' -. : - -\.) I 4 t .. __ z ......: , r.........„ . . - .i. ii 1 } \-'. A \\......k.ire 4r ff.I 11 k t1 ) 45 No � r 1�—�T� \35 35+ ft _ra "? I 1 i; ` ` ` ` 36 / ft II: • Et ti " ,-.1.• 's p .. ...‘, r........" b*!1/4, \\\Ntt\ \ f IN, ebt, . SITE ��\• •••.. .—�� `,i N"\%:1 "‘ t • • LOCATION t �j '�� 1'6• �\N. O• 47 • 751 • If ‘•aS 7.\ f rI `.. `�.. 1 ,s .1) ` % �, ` •`t /Sit's/. am • i77/ 471O •• 6zws . •aeas), =af t.� • J i 46.1S . • . - . • r ` 4 c N. . Las\H---....% S a F.tb 3 •la i I ( 9 1 fee t N 4 . • t 1 $ ` •d I. la 76 Sits. \\f�� •fit.■ • a .Ji I / •• 1 �113 I 1 Wei: its. • • • • was"' In A�� r t r' i Y i 10 11 11 I 32�• • • \ ... _ . --c i -a ` (---r-'---I �----P\ • 10 `�i,--) 1 11 I ` 12 ( I. .e-« 14; 4746 ��. , l l/ AGE, • 77 4 • • FIGURE 1 SITE LOCATION MAP NGL WATER SOLUTIONS COLORADO 0NGL WATER SOLUTIONS CIO COLORADO / SE 114, SW 1/4. Sec. 35, T7N. R65W NORTH GALETON, CO PROJECT: DRAFT: � � 0 1000 2000 1-12462-14803aa MSB G INVNOMMINTAL COMITINICIXIN ■ QUADRANGLE LOCATION SCALE IN FEET DATE: REVIEW: 10/27/2014 is& iii N PUMP WELLHEAD-% rHOUSE SECONDARY \‘ / CONTAINMENT 7%/5 �� e r'.."--.%.:ZI4J '� _OFFLOAD`.. _ PAD ` OFFLOAD _ TRENCH— DRAIN \` � _ \ ' DP SIZE TANK ID `� {BBLS) ID Ti 700 DESANDING AST � .."--_ T2 1000 OIL SKIM AST 13 , 840 WATER EOUILIZATION AST \ T4 840 WATER EOUILIZATION AST \ TS 840 WATER EOUILIZATION AST T8 840 WATER EOUILIZATION AST ----ii. 1.OIL-I 400 OIL AST TOIL-2 400 OIL AST 1-HEAT 400 OIL HEAT AST T-SLOP 400 SLOP OIL AST `--- --- ___ __ _ �\ i-sAL( 400 SALE OIL AST WELD COUNTY ROAD 74 _111 1000 CLEAN AST 112 1000 CLEAN AST nallir- _ - - -- - - - - L LEGEND FIGURE 2A -4.- SURFICIAL FLOW DIRECTION / : APPROXIMATE SITE LAYOUT MAP I l �' NOL WATER SOLUTIONS C/0 SE 114.SWIM.Set SS.T7N,R6SW NORTH GALETON. CO PROJECT: DRAFT_ �^V so Too 'so 1-12462-14803aa MSS INVIIIOMMINItal NOTE: LOCATIONS AND DISTANCES ARE APPROXIMATE AND ARE FOR GENERAL REFERENCE ONLY sr` — DATE REVIEW comae SCALE IN FEET 10/27/2014 C . : \ - , ,ir ti ie `_ it I ills I r WELLHEAD-\t II TANK FARM 0 A SUMP z4. • 1 19,2-.' IC - _ WELD COUNTY RO•D_74 . `ter e . wairar1/2frritti. I IT- • I I LEGEND FIGURE 28 -0- SURFICIAL FLOW DIRECTION / APPROXIMATE SITE CONDITIONS MAP ( I NOL WATER SOLUTIONS NOL WATER SOLUTIONS CI 0 SE 114, SW I/4. Soc 35. T7N. RSSW NORTH GAL ETON, CO PROJECT CRAFT 0 150 .100 no 6433 750 1-12462.14893a MSB CG AL la NOTE LOCATIONS AND DISTANCES ARE APPROXIMATE AND FOR GENERAL REFERENCE ONLY ------ DATE REVIEW O0111RIAN0ll SCALE IN FEET 10/27/1014 APPENDIX A SPCC REVIEW LOG SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN REVIEW LOG FOR TECHNICAL AMENDMENTS: NGL Water Solutions DJ, LLC C10 Saltwater Injection Facility In accordance with 40 CFR Part 112.5(b), a review and evaluation of this Spill Prevention Control and Countermeasure (SPCC) Plan will be conducted at least every five years. As a result of such a review and evaluation, the SPCC Plan will be amended within six months of completing said review and evaluation to include more effective and proven prevention and control technologies if: 1) such technologies will significantly reduce the likelihood of a spill event from the facility, and 2) if such technologies have been field-proven at the time of review. Any amendment to this SPCC Plan shall be certified by a Professional Engineer, in accordance with 40 CFR Part 112.3(d), within six months after a change in the facility design, construction, operation, or maintenance occurs which materially affects the facility's potential for the discharge of oil into or upon the navigable waters or the United States or adjoining shorelines (40 CFR Part 112.5(a)). Amendments to the plan shall be completed and implemented within six months of the facility changes. • I have completed review and evaluation of the SPCC Plan for the NGL Water Solutions DJ, LLC, C10 Saltwater Injection Facility, Galeton, Colorado and ( will / will not ) amend the plan as a result. Date Name Signature Title Amendment (if applicable) Certifying Engineer Statement (if applicable) This plan amendment was prepared using sound engineering practices. I have examined the facility and find this plan conforms to the guidelines and provisions of 40 CFR Part 112. Date Name Signature • I have completed review and evaluation of the SPCC Plan for the NGL Water Solutions DJ, LLC, CIO Saltwater Injection Facility, Galeton, Colorado and ( will / will not ) amend the plan as a result. Date Name Signature Title Amendment (if applicable) Certifying Engineer Statement (if applicable) This plan amendment was prepared using sound engineering practices. I have examined the facility and find this plan conforms to the guidelines and provisions of 40 Part CFR 112. Date Name Signature SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN REVIEW LOG FOR NON-TECHNICAL AMENDMENTS: NGL Water Solutions DJ, LLC C10 Injection Facility Review and Amendment Log Review/Amend Amend Plan Description of Review Date Signature (will/will not) , Amendment Affected Page(s) APPENDIX B ABOVEGROUND STORAGE TANK ULLAGE LOG ABOVEGROUND STORAGE TANK ULLAGE LOG "Use a Separate Log Sheet for Each Tank" Use either this form or its equivalent to document ullage (available capacity) calculations before transferring product to the aboveground storage tank (AST). Use the correct tank chart to convert from inches to gallons. If ullage is calculated by an automatic tank gauge (ATG), it is acceptable to save the ATG inventory tape that shows the ullage in gallons. Facility name NGL Water Solutions DJ, LLC, C10 Injection Facility AST # Street SESW, Sec. 35, T7N, R65W Product in tank address City Galeton, Colorado ZIP Tank capacity (gallons; Date Gauge or stick Conversions to Available Capacity Quantity Added Initials reading gallons APPENDIX C DOT REQUIREMENTS Department of Transportation 49 CFR Page 1 DOT LOADING AND UNLOADING OF TRANSPORT VEHICLES 173.30 Loading and unloading of transport vehicles. A person who loads or unloads hazardous materials into or from a transport vehicle or vessel shall comply with the applicable loading and unloading requirements of parts 174, 175, 176, and 177 of this subchapter. [Amdt. 173-94, 41 FR 16064, Apr. 15, 1976] 174.67 Tank car unloading. a) In unloading tank cars, the following rules must be observed (see subpart F of this part for gases): 1 ) Unloading operations must be performed only by reliable persons properly instructed in unloading hazardous materials and made responsible for careful compliance with this part. 2) Brakes must be set and wheels blocked on all cars being unloaded. 3) Caution signs must be placed on the track or cars to give necessary warning to persons approaching the cars from the open end of a siding and must be left up until after the cars are unloaded and disconnected from the discharge connection. The signs must be of metal or other comparable material, at least 30 cm ( 12 inches) high by 38 cm (15 inches) wide in size, and bear the words, "STOP — Tank Car Connected", or "STOP — Men at Work", the word "STOP" being in letters at least 10 cm (3.9 inches) high and the other words in letters at least 5 cm (2 inches) high. The letters must be white on a blue background. 4) Before a manhole cover or outlet valve cap is removed from a tank car, the car must be relieved of all interior pressure by cooling the tank with water or venting the tank by raising the safety valve or opening the dome vent at short intervals. However, if venting to relieve pressure will cause a dangerous amount of vapor to collect outside the car, venting and unloading must be deferred until the pressure is reduced by allowing the car to stand overnight or otherwise cooling the contents. These precautions are not necessary when the car is equipped with a manhole cover which hinges inward or with an inner manhole cover which does not have to be removed to unload the car, and when pressure is relieved by piping vapor into a condenser or storage tank. b) After the pressure is released, the seal must be broken and the manhole cover removed as follows: 1 ) Screw type. The cover must be loosened by placing a bar between the manhole cover lug and knob. After two complete turns, so that vent openings are exposed, the operation must be stopped, and if there is any sound of escaping vapor, the cover must be screwed down tightly and the interior pressure relieved as prescribed in paragraph (a)(4) of this section, before again attempting to remove the cover. 2) Hinged and bolted type. All nuts must be unscrewed one complete turn, after which same precautions as prescribed for screw type cover must be observed. 3) Interior type. All dirt and cinders must be carefully removed from around the cover before the yoke is unscrewed. c) When the car is unloaded through a bottom outlet valve, the manhole cover must be adjusted as follows: 1 ) Screw type. The cover must be put in place, but not entirely screwed down, so that air may enter the tank through the vent holes in threaded flange of the cover. 2) Hinged and bolted type. A non-metallic block must be placed under one edge of the cover. 3) Interior type. The screw must be tightened up in the yoke so that the cover is brought up within one-half inch of the closed position. d) When unloading through the bottom outlet of a car equipped with an interior manhole type cover, and in each case where unloading is done through the manhole (unless a special cover with a safety vent opening and a tight connection for the discharge outlet is used), the manhole must be protected by asbestos or metal covers against the entrance of sparks or other sources of ignition of vapor, or by being covered and surrounded with wet burlap or similar cloth material. The burlap or other cloth must be kept damp by the replacement or the application of water as needed. e) Seals or other substances must not be thrown into the tank and the contents may not be spilled over the car or tank. 0 The valve rod handle or control in the dome must be operated several times to see that outlet valve in the bottom of tank is on its seat before valve cap is removed. g) The valve cap, or the reducer when a large outlet is to be used, must be removed with a suitable wrench after the set screws are loosened and a pail must be placed in position to catch any liquid that may be in the outlet chamber. If the valve cap or reducer does not unscrew easily, it may be tapped lightly with a mallet or wooden block in an upward direction. If leakage shows upon starting the removal, the cap or reducer may not be entirely unscrewed. Sufficient threads must be left engaged and sufficient time allowed to permit controlled escape of any accumulation of liquid in the outlet chamber. If the leakage stops or the rate of leakage diminishes materially, the cap or reducer may be entirely removed. If the initial rate of leakage Department of Transportation 49 CFR Page 2 continues, further efforts must be made to seat the outlet valve (see paragraph (0 of this section). If this fails, the cap or reducer must be screwed up tight and the tank must be unloaded through the dome. If upon removal of the outlet cap the outlet chamber is found to be blocked with frozen liquid or any other matter, the cap must be replaced immediately and a careful examination must be made to determine whether the outlet casing has been cracked. If the obstruction is not frozen liquid, the car must be unloaded through the dome. If the obstruction is frozen liquid and no crack has been found in the outlet casting, the car may, if circumstances require it, be unloaded from the bottom by removing the cap and attaching unloading connections immediately. Before opening the valve inside the tank car, steam must be applied to the outside of the outlet casting or wrap casting with burlap or other rags and hot water must be applied to melt the frozen liquid. h) Unloading connections must be securely attached to unloading pipes on the dome or to the bottom discharge outlets before any discharge valves are opened. i) Tank cars may not be allowed to stand with unloading connections attached after unloading is completed. Throughout the entire period of unloading, and while car is connected to unloading device, the car must be attended by the unloader. j) If necessary to discontinue unloading a tank car for any reason, all unloading connections must be disconnected. All valves must first be tightly closed, and the closures of all other openings securely applied. k) As soon as a tank car is completed unloaded, all valves must be made tight, the unloading connections must be removed and all other closures made tight, except that heater coil inlet and outlet pipes must be left open for drainage. The manhole cover must be reapplied by the use of a bar or wrench, the outlet valve reducer and outlet valve cap replaced by the use of a wrench having a handle at least 0.9 m (3.0 feet) long, and the outlet valve cap plug, end plug, and all other closures of openings and of their prospective housings must be closed by the use of a suitable tool. I) Railroad defect cards may not be removed. m) If oil or gasoline has been spilled on the ground around connections, it must be covered with fresh, dry sand or dirt. n) All tools and implements used in connection with unloading must be kept free of oil, dirt, and grit. (49 U.S.C. 1803, 1804, 1808; 49 CFR 1 .53, app. A to part 1) [Amdt. 174-26, 41 FR 16092, Apr. 15, 1976 as amended by Amdt. 174-26A, 41 FR 40685, Sept. 20, 1976; Amdt. 174-43, 48 FR 27699, June 16, 1983; Amdt. 174-68, 55 FR 52978, Dec 21, 1990; 56 FR 66280, Dec. 20, 1991 ] (174C/Rail: Handling and Loading Preface/174.67 Tank car unloading., Heading) thru ( 174C/Rail: Handling and Loading Preface/174.67 Tank car unloading., 23) 177B Highway: Loading and Unloading Subpart B — Loading and Unloading Note: For prohibited loading and storage of hazardous materials, see 177.848 177.834 General requirements a) Packages secured in a vehicle. Any tank, barrel, drum, cylinder, or other packaging, not permanently attached to a motor vehicle, which contains any Class 3 (flammable liquid), Class 2 (gases). Class 8 (corrosive), Division 6.1 (poisonous), or Class 7 (radioactive) material must be secured against movement within the vehicle on which it is being transported, under conditions normally incident to transportation. b) No hazardous materials on pole trailers. No hazardous materials may be loaded into or on or transported in or on any pole trailer. c) No smoking while loading or unloading. Smoking on or about any motor vehicle while loading or unloading any Class 1 (explosive), Class 3 (flammable liquid), Class 4 (flammable solid), Class 5 (oxidizing), or Division 2. 1 (flammable gas) materials is forbidden. d) Keep fire away, loading and unloading. Extreme care shall be taken in the loading or unloading of any Class 1 (explosive), Class 3 (flammable liquid), Class 4 (flammable solid), Class 5 (oxidizing), or Division 2. 1 (flammable gas) materials into or from any motor vehicle to keep fire away and to prevent persons in the vicinity from smoking lighting matches, or carrying any flame or lighted cigar, pipe, or cigarette. Department of Transportation 49 CFR Page 3 e) Handbrake set while loading and unloading. No hazardous material shall be loaded into or on, or unloaded from, any motor vehicle unless the handbrake be securely set and all other reasonable precautions be taken to prevent motion of the motor vehicle during such loading or unloading process. f) Use of tools, loading and unloading. No tools which are likely to damage the effectiveness of the closure of any package or other container, or likely adversely to affect such package or container, shall be used for the loading or unloading of any Class 1 (explosive) material or other dangerous article. g) Prevent relative motion between containers. Containers of Class 1 (explosive), Class 3 (flammable liquid), Class 4 (flammable solid), Class 5 (oxidizing), Class 8 (corrosive), Glass 2 (gases) and Division 6.1 (poisonous) materials, must be so braced as to prevent motion thereof relative to the vehicle while in transit. Containers having valves or other fittings must be so loaded that there will be the minimum likelihood of damage thereto during transportation. h) Precautions concerning containers in transit; fueling road units. Reasonable care should be taken to prevent undue rise in temperature of containers and their contents during transit. There must be no tampering with such container or the contents thereof nor any discharge of the contents of any container between point of origin and point of billed destination. Discharge of contents of any container, other than a cargo tank, must not be made prior to removal from the motor vehicle. Nothing contained in this paragraph shall be so construed as to prohibit the fueling of machinery or vehicles used in road construction or maintenance. i) Attendance requirements. 1 ) Loading. A cargo tank must be attended by a qualified person at all times when it is being loaded. The person who is responsible for loading the cargo tank is also responsible for ensuring that it is so attended. 2) Unloading. A motor carrier who transports hazardous materials by a cargo tank must ensure that the cargo tank is attended by a qualified person at all times during unloading. However, the carrier's obligation to ensure attendance during unloading ceases when: (i) The carrier's obligation for transporting the materials is fulfilled; (ii) The cargo tank has been placed upon the consignee's premises; and (iii) The motive power has been removed from the cargo tank and removed from the premises. 3) A person "attends" the loading or unloading of a cargo tank if, throughout the process, he is awake, has an unobstructed view of the cargo tank, and is within 7.62 meters (25 feet) of the cargo tank. 4) A person is "qualified" if he has been made aware of the nature of the hazardous material which is to be loaded or unloaded, he has been instructed on the procedures to be followed in emergencies, he is authorized to move the cargo tank, and he has the means to do so. 5) A delivery hose, when attached to the cargo tank, is considered part of the vehicle. j) Prohibited loading combinations. In any single driven motor vehicle or in any single unit of a combination of motor vehicles, hazardous materials shall not be loaded together if prohibited by loading and storage chart, 177.848. This section shall not be so construed as to forbid the carrying of materials essential to safe operation of motor vehicles. (See Motor Carrier Safety Regulations part 393 of this title.) k) [Reserved] 1) Use of cargo heaters when transporting certain hazardous material. Transportation includes loading, carrying, and unloading. 1 ) When transporting Class 1 (explosive) materials. A motor vehicle equipped with a cargo heater of any type may transport Class 1 (explosive) materials only if the cargo heater is rendered inoperable by: (i) Draining or removing the cargo heater fuel tank; and (ii) disconnecting the heater's power source. 2) When transporting certain flammable material — (i) Use of combustion cargo heaters. A motor vehicle equipped with a combustion cargo heater may be used to transport Class 3 ( flammable liquid) or Division 2.1 (flammable gas) materials only if each of the following requirements are met: A) It is a catalytic heater. B) The heater's surface temperature cannot exceed 54 °C (130 °F) — either on a thermostatically controlled heater or on a heater without thermostatic control when the outside or ambient temperature is 16 °C (61 °F) or less. C) The heater is not ignited in a loaded vehicle. D) There is no flame, either on the catalyst or anywhere in the heater. E) The manufacturer has certified that the heater meets the requirements under paragraph (1)(2)(i) of this section by permanently marking the heater "MEETS DOT REQUIREMENTS FOR CATALYTIC HEATERS USED WITH FLAMMABLE LIQUID AND GAS." F) The heater is also marked "DO NOT LOAD INTO OR USE IN CARGO COMPARTMENTS CONTAINING FLAMMABLE LIQUID OR GAS IF FLAME IS VISIBLE ON CATALYST OR IN HEATER." G) Heater requirements under 393. 77 of this title are complied with. Department of Transportation 49 CFR Page 4 (ii) Effective date for combustion heater requirements. The requirements under paragraph (1)(2)(i) of this section govern as follows: A) Use of a heater manufactured after November 14, 1975, is governed by every requirement under (1)(2)(i) of this section; B) Use of a heater manufactured before November 14, 1975, is governed only by the requirements under (I)(2)(i) (A), (C), (D), (F) and (G) of this section until October 1 , 1976; and C) Use of any heater after September 30, 1976, is governed by every requirement under paragraph (1)(2)(i) of this section. (iii) Restrictions on automatic cargo-space heating temperature control devices. Restrictions on these devices have two dimensions: Restrictions upon use and restrictions which apply when the device must not be used. A) Use restrictions. An automatic cargo-space-heating temperature control device may be used when transporting Class 3 (flammable liquid) or Division 2. 1 (flammable gas) materials only if each of the following requirements is met: 1 ) Electrical apparatus in the cargo compartment is non sparking or explosion proof. 2) There is no combustion apparatus in the cargo compartment. 3) There is no connection for return of air from the cargo compartment to the combustion apparatus. 4) The heating system will not heat any part of the cargo to more than 54 °C (129 °F). 5) Heater requirements under 393. 77 of this title are complied with. B) Protection against use. Class 3 (flammable liquid) or Division 2. 1 (flammable gas) materials may be transported by a vehicle, which is equipped with an automatic cargo-space-heating temperature control device that does not meet each requirement of paragraph (1)(2)(iii)(A) of this section, only if the device is first rendered inoperable, as follows: 1 ) Each cargo heater fuel tank, if other than LPG, must be emptied or removed. 2) Each LPG fuel tank for automatic temperature control equipment must have its discharge valve closed and its fuel feed line disconnected. (m) Tanks constructed and maintained in compliance with Spec. 106A or 110A (Secs. 179.300, 179.301 of this subchapter) that are authorized for the shipment of hazardous materials by highway in part 173 of this subchapter must be carried in accordance with the following requirements: 1 ) Tanks must be securely chocked or clamped on vehicles to prevent any shifting. 2) Equipment suitable for handling a tank must be provided at any point where a tank is to be loaded upon or removed from a vehicle. 3) No more than two cargo carrying vehicles may be in the same combination of vehicles. 4) Compliance with Secs. 174.200 and 171 .204 of this subchapter for combination rail freight, highway shipments and for trailer-on-flat-car service is required. (n) Specification 56, 57, IM 101 , and IM 102 portable tanks, when loaded, may not be stacked on each other nor placed under other freight during transportation by motor vehicle. [29 FR 18795, Dec. 29, 1964. Redesignated at 32 FR 5606, Apr. 5, 1967] Editorial Note: For Federal Register citations affecting 177.834, see the List of CFR Sections Affected appearing in the Finding Aids section of this volume. 177B Highway: Loading and Unloading Subpart B — Loading and Unloading Note: For prohibited loading and storage of hazardous materials, see 177.848 177.837 Class 3 (flammable liquid) materials (See also 177.834 (a) to (j).) a) Engine stopped. Unless the engine of the motor vehicle is to be used for the operation of a pump, no Class 3 (flammable liquid) material shall be loaded into, or on, or unloaded from any motor vehicle while the engine is running. b) Bonding and grounding containers other than cargo tanks prior to and during transfer of lading. For containers which are not in metallic contact with each other, either metallic bonds or ground conductors shall be provided for the neutralization of possible static charges prior to and during transfers of Class 3 (flammable liquid) materials between such containers. Such bonding shall be made by first connecting an electric conductor to the container to be filled and subsequently connecting the conductor to the container from which the liquid is to come, and not in any other order. To provide against Department of Transportation 49 CFR Page 5 ignition of vapors by discharge of static electricity, the latter connection shall be made at a point well removed from the opening from which the Class 3 (flammable liquid) material is to be discharged. c) Bonding and grounding cargo tanks before and during transfer of lading. 1 ) When a cargo tank is loaded through an open filling hole, one end of a bond wire shall be connected to the stationary system piping or integrally connected steel framing, and the other end to the shell of the cargo tank to provide a continuous electrical connection. (If bonding is to the framing, it is essential that piping and framing be electrically interconnected.) This connection must be made before any filling hole is opened, and must remain in place until after the last filling hole has been closed. Additional bond wires are not needed around All-Metal flexible or swivel joints, but are required for nonmetallic flexible connections in the stationary system piping. When a cargo tank is unloaded by a suction-piping system through an open filling hole of the cargo tank, electrical continuity shall be maintained from cargo tank to receiving tank. 2) When a cargo tank is loaded or unloaded through a vapor-tight (not open hole) top or bottom connection, so that there is no release of vapor at a point where a spark could occur, bonding or grounding is not required. Contact of the closed connection must be made before flow starts and must not be broken until after the flow is completed. 3) Bonding or grounding is not required when a cargo tank is unloaded through a nonvapor-tight connection into a stationary tank provided the metallic filling connection is maintained in contact with the filling hole. d) Manholes and valves closed. A person shall not drive a cargo tanks and motor carrier shall not require or permit a person to drive a tank motor vehicle containing a Class 3 (flammable liquid) material (regardless of quantity) unless: 1) All manhole closures on the cargo tank are closed and secured; and 2) All valves and other closures in liquid discharge systems are closed and free of leaks. [29 FR 18795, Dec. 29, 1964. Redesignated at 32 FR 5606, Apr. 5, 1967] Editorial Note: For Federal Register citations affecting 177.837, see the List of CFR Sections Affected appearing in the Finding Aids section of this volume. APPENDIX D EMERGENCY SPILL RESPONSE CONTACTS AND PROCEDURES EMERGENCY SPILL RESPONSE CONTACTS NGL Water Solutions DJ, LLC, C10 Injection Facility; SESW Section 35, T7N, R65W Galeton, Colorado In the event of leakage or spills, the following individuals and/or companies are to be contacted: Primary On-Site Contact Mr, Josh Patterson 970-356-5560 office VP Operations 970-868-1286 cell phone Alternate On-Site Contacts NGL Office 970-356-5560 office cell phone Local Emergency Contacts Are: • Galeton Fire Protection District — 911 • • Emergency Response Contractors / Waste Disposal Vendors: • • If a petroleum release occurs and is greater than 42 gallons, it must be reported to the following regulatory agencies within 24 hours: Colorado Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801 Denver, Colorado 80203 303-894-2100 If the release reaches navigable water, the following agency must be contacted: National Response Center Washington, DC 800-424-8802 (24-hour phone) SPILL RESPONSE PROCEDURES NGL Water Solutions DJ, LLC, CIO Injection Facility; SESW Section 35, T7N, R65W Galeton, Colorado • After identifying and locating a spill, containment must be initiated as soon as possible to prevent undue spreading of released product. The first action should be the elimination of any additional spillage by pressing the emergency shutoff button, shutting off a pump or valve, placing a cap or a plastic or epoxy patch over the leak, putting a temporary plug in a puncture or tear, righting an overturned container, or other appropriate action. • Spill response materials maintained at the facility will be used to contain and clean up spilled product. Place portable dike materials or erect berms with granular absorbent or earthen material along the leading edge of the spill to prevent spreading. Apply absorbent pads or granular absorbent to the spilled product for clean up. • Using the Emergency Contact List for reference: 1 . Alert and notify on-site supervisory personnel. 2. If the spill exceeds the capabilities of on-site facility personnel (ie: spill spreads beyond the immediate spill area, enters surface water, requires special training or equipment, poses a danger of fire or explosion), immediately contact the local fire authority by calling 911 . 3. If the spill enters surface water, contact the National Response Center at (800) 424-8802. • Materials recovered during cleanup must be placed in appropriate containers (such as DOT rated drums) or stockpiled using an impermeable liner and cover (such as polyethylene sheeting) to prevent cross-contamination with unexposed media prior to disposal. APPENDIX E SPILL DOCUMENTATION FORM SPILL RESPONSE NOTIFICATION FORM Fill out this form as completely as possible prior to calling regulatory agencies. Refer to the Emergency Contact List for guidance on regulatory agencies to notify and telephone numbers. RELEASE INFORMATION Notification Person Name: Date: Time: Agency Being Notified: Phone Number: Facility Name: Address: City: State: Zip Code: Telephone Number: Fax Number: Owner/Operator Name: Address: City: State: Zip Code: Primary Contact Name / Position: Work Phone: Cell Phone: Other (24-Hour): Location of Release: Address: Section: Township: Range: County: Latitude: Degrees Minutes Seconds Longitude: Degrees Minutes Seconds Date/Time of Release: Date/Time of Discovery: Type of Oil Released: Quantity Released: Duration of Release: Describe Source and Cause of Release: Actions Taken to Stop, Contain, Remove and Mitigate Impacts of the Release: Impacted Media: Soil: Water: Air: Storm water Sewer: Sanitary Sewer: (Check All That Dike/Berm: Oil-Water Separator: Other: Apply) Did Oil Reach a Waterway: Yes / Quantity Released to Waterway: Waterway Name: No Number of Injuries: Number of Deaths: Was Evacuation Required: Yes / No Environmental Impacts: Was There Damage: Yes / No Damage Cost: S Notification Person: Work Phone: Cell Phone Other (24-Hour) Any additional information about the incident that was not recorded elsewhere: Local Agency Notified: State Agency Contacted: Federal Agency Notified: State/Local Agency On-Scene: Other: APPENDIX F INSPECTION AND RECORDING FORMS ABOVEGROUND STORAGE TANK "MONTHLY" VISUAL INSPECTION FORM Facility Name/Address: NGL Water Solutions DJ, LLC, CIO Injection Facility SESW, Sec. 35, T7N, Inspection Date: R65W Tanks Inspected (ID #'s): (1) Tank Containment Secondary containment system free of if"no," describe and record action taken to correct problem and date done. tank product, water, debris and fire _No _Yes hazards? Secondary containment drain valve(s) _No _Yes If"no," describe and record action taken to correct problem and date done. operable and closed? N/A Containment entry/exit clear of If"no," describe and record action taken to correct problem and date done. obstructions? No —Yes (2) Leak Detection Visible leaks on tanks, tank seams, If'yes," identify tank, describe, record corrective action taken, and date done. connections, fittings or valves? No -Yes If"yes," describe, record corrective action taken and date done. Visible leaks on aboveground pipes, fittings, flanges, pumps or valves? No -Yes Concrete surfaces and ground free of if"no," describe, record corrective action taken and date done. evidence of leakage or spillage? No -Yes (3) Tank Components Ladder or platform structure secure If"no," describe, record corrective action taken and date done. No Yes with no sign of severe corrosion or —N/A damage Is tank gauge readable and in good If"no," describe, have tank gauge calibrated and record date done. condition and do stick readings and No Yes tank gauge readings match? Is overfill prevention equipment in If"no," describe, record corrective action taken and date done. good operating condition? No Yes Is audible/visual overfill alarm _No _Yes If"no," describe, record corrective action taken and date done. operable? N/A Check tank openings: Are all openings If"no," describe, seal openings and record date done. properly sealed No —Yes (4) Other Conditions Check tank for the presence of water at If"yes," have water removed and record date done. lowest point: Is water present? No -Yes If double-wall tank, check the If"yes," describe, record corrective action taken and date done. interstitial space for liquid: Is liquid No —Yes present? — N/A If double-wall tank equipped with If"no," describe, record corrective action taken and date done. interstitial monitoring equipment, is it —No —Yes operating properly? -N/A Are there other conditions that should If"yes," describe, record corrective action taken and date done. be addressed for continued safe No Yes operation or that may affect the site — — SPCC plan? Additional Comments: Inspector Name Signature Date ABOVEGROUND STORAGE TANK "ANNUAL" VISUAL INSPECTION FORM Page 1 of 2 Facility Name/Address: NGL Water Solutions DJ, LLC, CIO Injection Facility SESW, Sec. 35, T7N, Inspection Date: R65 W Tanks Inspected (ID #'s): Item Inspected Status Comments (I) Tank Containment Secondary containment structure If"no," describe and record action taken to correct problem and date done. in satisfactory condition? No —Yes Secondary containment drain if"no," describe and record action taken to correct problem and date done. pipes and valves fit for No —Yes continued service? —N/A (2) Tank Foundation and Supports Evidence of tank settlement or If"yes," describe and record action taken to correct problem and date done. foundation washout? No _Yes If"no," describe and record action taken to correct problem and date done. Evidence of cracking or deterioration of the concrete pad No —Yes or tank foundation ring? Tank supports in satisfactory if"no," describe and record action taken to correct problem and date done. condition? No —Yes Water able to drain away from If"no," describe and record action taken to correct problem and date done. the tank? No —Yes Grounding strap secured and in If"no," describe and record action taken to correct problem and date done. good condition? No _Yes (3) Cathodic Protection Cathodic protection system No -Yes Record rectifier reading if applicable: functional? _N/A (4) Tank External Coating Evidence of tank shell paint No Yes If"yes," describe and record action taken to correct problem and date done. coating failure? — — (5) Tank Shell/Heads Noticeable tank shell/head No Yes If"yes," describe and record action taken to correct problem and date done. distortions, buckling or bulging? — — Evidence of tank shell/head No Yes If"yes," describe and record action taken to correct problem and date done. corrosion or cracking? — — (6) Tank Manways, Piping and Equipment within Secondary Containment Flanged liquid level manway If"no," describe and record action taken to correct problem and date done. bolts and seals tight, no signs of _No _Yes wear, corrosion of leakage? Flanged pipe connection bolts if"no," describe and record action taken to correct problem and date done. and seals tight, no signs of wear, _No _Yes corrosion or leakage? ABOVEGROUND STORAGE TANK "ANNUAL" VISUAL INSPECTION FORM Page 2 of 2 Item Inspected Status Comments (7) Tank Roof Standing water present on tank No Yes If"yes," describe and record action taken to correct problem and date done. roof? - — Evidence of tank roof paint If"yes," describe and record action taken to correct problem and date done. coating, cracking, pealing or No —Yes blistering? Holes or other evidence of No Yes If"yes," describe and record action taken to correct problem and date done. corrosion on roof? — — (8) Venting Normal and emergency vents if"no," describe and record action taken to correct problem and date done. free of obstructions? No —Yes Emergency vent operable and If"no," describe and record action taken to correct problem and date done. lifts as required? No —Yes (9) Insulated Tanks If tank insulated, is insulation _No Yes If"yes," describe and record action taken to correct problem and date done. missing or damaged? -N/A Noticeable areas of moisture on _No _Yes If"yes," describe and record action taken to correct problem and date done. the insulation? _N/A No _Yes If"yes," describe and record action taken to correct problem and date done. Is there mold on the insulation? —N/A Is insulation sufficiently No -Yes If"no," describe and record action taken to correct problem and date done. protected from water intrusion? _N/A (10) Level and Overfill Prevention Instrumentation Has tank liquid level sensing If"yes," record date done. device been tested to ensure No _Yes If"no," when will it be tested? proper operation? Does tank liquid level sensing If"no," describe and record action taken to correct problem and date done. device operate as required? No —Yes Are overfill prevention devices No Yes If"no," describe and record action taken to correct problem and date done. in proper working condition? — (11) Electrical Equipment Are tank grounding lines in If"no," describe and record action taken to correct problem and date done. good condition? -No —Yes Is electrical wiring for control If"no," describe and record action taken to correct problem and date done. boxes and lights in good No —Yes condition? Additional Comments: Inspector Name Signature Date PORTABLE CONTAINER "MONTHLY" VISUAL INSPECTION FORM Facility Name/Address: NGL Water Solutions DJ, I.LC, CIO Injection Facility SESW, Sec. 35, T7N, Inspection Date: R65 W Portable Container Area Inspected: Item Inspected Status Comments (1) Container Storage Area / Containment Containers are positioned within the No Yes designated storage area? — — Debris, spills or fire hazards present in the storage containment area? No —Yes Is water present in outdoor storage No —Yes containment area? N/A Are dike drain valves operable and in a No —Yes closed position? N/A Are storage area egress pathways clear No Yes and gates/doors operable? — — (2) Leak Detection Visible signs of leakage on or around the containers or on the floor of the _No _Yes storage area? (3) Container Condition Noticeable container distortions, No Yes buckling, denting or bulging? —Are container openings properly sealed No Yes when not in use? — — Comments: Inspector Name Signature Date APPENDIX G SPCC TRAINING SIGNOFF SHEET SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN SPILL PREPAREDNESS TRAINING COMPANY NAME: NGL Water Solutions DJ, LLC, C10 Injection Facility FACILITY ADDRESS: SESW Section 35, T7N, R65W Galeton, Colorado INSTRUCTOR: SUBJECT: SIGNATURES OF ATTENDEES: Signature indicates awareness and understanding of the SPCC Plan and its contents. Signature Printed Name Date APPENDIX H SECONDARY CONTAINMENT VOLUME CALCULATIONS Above Ground Storage Tanks Secondary Containment Volume Calculations NGL Water Solutions DJ, LLC C10 Water Disposal Facility SESW Section 35, T7N, R65W Galeton, Colorado CGRS Project # 1 -12462-14803ab 1 . Volume of Largest Tank (cu. ft.) = Tank Volume x 0. 1337cu. ft./gal. conversion factor 42,000 gals. x 0. 1337 cu. ft./gal. = 5615.4 cubic feet 2. Total Diked Area Section 1 Section 1 Volume 19,500 cubic feet Enter Height 2 feet (Tank Farm ) Enter Width 65 feet Enter Length 150 feet Section 2 Section 2 Volume 960 cubic feet Enter Length 10 feet (Sump Volume) Enter Width 12 feet Enter Depth 8 feet Total Volume 20,460 cubic feet 153,061 gallons 4. Base Area of Vertical Tanks (within the containment) Tank Sizes Size A Volume 226 cubic feet Size A (AST T-1 De-Sanding Tank) Enter Diameter 12 feet Enter Height 2 feet Quantity 1 each Size B Volume 1 ,510 cubic feet Size B (ASTs T-3, T-4, T-5, T-6, Water Equil.) Enter Diameter 15.5 feet Enter Height 2 feet Quantity 4 each Size C Volume 755 cubic feet Size C (ASTs T-11 , T-12 , Clean Tanks) Enter Diameter 15.5 feet Enter Height 2 feet Quantity 2 each Size D Volume 1 , 131 cubic feet Size D (ASTs T-oil-1 , T-oil-2, T-heat, T-slop, T-sale Oil Storage) Enter Diameter 12 feet Enter Height 2 feet Quantity 5 each Total Volume 3,621 cubic feet 27,092 gallons Above Ground Storage Tanks Secondary Containment Volume Calculations NGL Water Solutions DJ , LLC C10 Water Disposal Facility SESW Section 35, T7N , R65W Galeton, Colorado CGRS Project # 1 -12462-14803ab 4. Available Diked Area = (Total Diked Area) — (Base Area of Tanks) = 20,460 - 3,621 = 16,839 cubic feet 125,969 gallons 5. Estimated Freeboard Allowance Section 1 Section 1 Volume 3,803 cubic feet Enter Height 0.39 feet Enter Width 65 feet Enter Length 150 feet Section 2 Section 2 Volume 3,803 cubic feet Enter Height 0.39 feet Enter Width 65 feet Enter Length 150 feet Total Freeboard 7,605 cubic feet 56,893 gallons 6. Adjusted Available Diked Area = (Available Diked Area) — (Recommended Freeboard Allowance) = 16,839 - 7,605 = 9,234 cubic feet Available Volume in Diked Area = 69,076 gallons Note: Freeboard allowance is based on a historical 24-hour storm event for a 100-year reoccurance interval for the region from the National Oceanic and Atmospheric Administration's (NOM) Atlas 14, Volume 8, Version 2, Greeley Station (PDS-based point precipitati frequency estimates with 90% confidence intervals (in inches)). Horizontally mounted tanks do not significantly impinge on available Offload Pad Containment & Offload Sump Containment NGL Water Solutions DJ LLC C10 Water Disposal Facility SESW Sec. 35, T7N, R65W Galeton, Colorado CGRS Project # 1 -12438-14803ab Volume of Largest Truck (cu. ft.) = Tank Volume x 0. 1337cu. ft./gal. conversion factor 9,240 gals. x 0. 1337 cu. ft./gal. = 1235.388 cubic feet 1 . Volume Of Offloading Pad Offlload Approach Offload Approach Enter Height 1 . 17 feet Section 1 Volume 5,616 cubic feet Enter Width 120 feet 42,013 gallons Enter Length 80 feet Offload Departure Offload Departure Section 2 Volume Enter Height 1 . 17 feet 1 ,755 cubic feet Enter Width 120 feet 13129 gallons Enter Length 25 feet Drain Drain/Trench Enter Height 0.83 feet Section 3 Volume 197.54 cubic feet Enter Width 2 feet 1478 gallons Enter Length 119 feet Sump Sump Enter Height 10 feet Section 4 Volume 960 cubic feet Enter Width 12 feet 7182 gallons Enter Length 8 feet Total Volume 8,529 cubic feet 63,802 gallons 2. Estimated Freeboard Allowance Truck Offload Area Freeboard Offload Approach 3,744 cubic feet Enter Height* 0.39 feet Section 1 Volume 28,009 gallons Enter Width 120 feet Enter Length 80 feet Truck Offload Area Freeboard Offload Departure 1 , 170 cubic feet Enter Height* 0.39 feet Section 2 Volume 8,753 gallons Enter Width 120 feet Enter Length 25 feet Freeboard Drain/Trench 93 cubic feet Drain Section 3 Volume 694 gallons Enter Height 0.39 feet Enter Width 2 feet Enter Length 119 feet Freeboard for Sump 37 cubic feet Sump Section 4 Volume 280 gallons Enter Length 0.39 feet Enter Width 12 feet Enter Depth 8 4. Adjusted Available Diked Area = (Offload Pad Areas, sump, drain) — (Recommended Freeboard Allowance) = 7,606 - 5,044 = 2,562 cubic feet Available Volume in Offload Area & Sump = 19,164 gallons Note: Freeboard allowance is based on a historical 24-hour storm event for a 100-year reoccurance interval for the region from the National Oceanic and Atmospheric Administration's (NOAA) Atlas 14, Volume 8, Version 2, Greeley Station (PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)). Horizontally mounted tanks do not significantly impinge on available containment volumes. APPENDIX I SELF-DETERMINATION CRITERIA CERTIFICATION OF THE APPLICABILITY OF THE SUBSTANTIAL HARM CRITERIA CHECKLIST FACILITY NAME: NGI, Water Solutions DJ, LI,C, CIO Injection Facility FACILITY ADDRESS: SESW Section 35. 17N, RG5W Galeton, Colorado I . Does the facility transfer oil over water to or from vessels and does the facility have a total oil storage capacity greater than or equal to 42.000 gallons? Yes - No X 2. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and does the facility lack secondary containment that is sufficiently large to contain the capacity of the largest aboveground oil storage tank plus sufficient freeboard to allow for precipitation within any aboveground oil storage tank area? Yes No X 3. Does the facility have a total oil storage capacity greater than or equal to I million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C-ill or a comparable formula') such that a discharge from the facility could cause injury to fish and wildlife and sensitive environments? For further description of fish and wildlife and sensitive environments, see Appendices I. If, and Ill to DOC/NOAA's "Guidance for Facility and Vessel Response Plans: Fish and Wildlife and Sensitive Environments" (see Appendix E, section 13, for availability) and the applicable Area Contingency Plan. Yes No X 4. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the facility located at a distance (as calculated using the appropriate formula in Attachment C-111 or a comparable formula') such that a discharge from the facility would shut down a public drinking water intake'? Yes No X 5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and has the facility experienced a reportable oil discharge in an amount greater than or equal to 10,000 gallons within the last 5 years'? Ycs No X CERTIFICATION I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document, and that based on my inquiry of those individuals responsible for obtaining this information. I believe that the submitted information is true, accurate, and complete. Mr. Josh Patterson Name (please type or print) Si tune VP Operations Title Date Form 40 CFR 112 Appendix C, Attachment C-ll �>•� � � �/4/„A Weld County Public Works Dept. Ste. " < 1111H Street ACCESS PERMIT P.O. Box 758 -° Leifer �� Greeley, CO 80632 APPLICATION FORM IC ¶ \-1 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner ( If different than Applicant) Name Theodore A. Lopez, Jr. Name Booth Land & Livestock, LLC Company M3 Construction , LLC _ Address 33071 US Highway 85 Address 2861 W. 120th Ave #250 City Lucerene State CO Zip 80646 City Westminster State CO Zip 80234 Phone 970 353 7055 Business Phone 720 708 6535 Fax NA Fax NA E-mail boothland@yahoo.com E-mail tlopez@rn3-construct.com ♦ = Existing Access t= Proposed Access Parcel Location & Sketch The access is on WCR 74 Nearest Intersection: WCR 74 & WCR 47 WCR Distance from Intersection 1486' Parcel Number 0709 35 0 00 012 47 Section/Township/Range 35/7N/65Wked ,r Is there an existing access to the property:QYES NO ® N 3 3 Number of Existing Accesses 0 Road Surface Type & Construction Information A - 1486'— Asphalt l l Gravel [A Treated n Other WCR 74 Culvert Size & Type 18" CMP Materials used to construct Access Gravel Construction Start Date 12/1 /14 Finish Date 3/1 /15 Proposed Use 1—Temporary (Tracking Pad Required )/ $75 ❑Single Residential/$75 ❑ Industrial/$ 150 ElSmall Commercial or Oil & Gas/$75 ❑ Large Commercial/$150 ❑ Subdivision/$ 150 ❑ Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? No ElUSR II RE • PUD Other_ _ Required Attached Documents - Traffic Control Plan -Certificate of Insurance4,- - Access Pictures (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 construction. Signatur Printed Name Theodore A. Lopez, Jr Date 1 /5/15 Approval r Denial will be iss d in minimum of 5 days. Approved by Revised Date 6/29/10 WELD COUNTY ACCESS PERMIT 4co Weld County Public Works Dept. y>► Phone: (970) 304-6496 1111 H Street After Hours: (970) 356-4000 P.O. Box 758 taailt Emergency Services: (970) 304-6500 x 2700 Greele , CO 80632 Inspection: (970) 304-6480 y4 /C 4443N Permit Number: AP15-00013 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: SUBX15-0004, C-10 Salt Wat( Expiration date: 07/13/2015 Applicant Information: Property Owner Information: Name: Theodore Lopez, Jr. Name: Company: M3 Construction LLC Company: Booth Land & Livestock LLC Phone: 720-708-6535 Phone: 970-353-7055 Email : tlopez@m3-construct.com Email: boothland@yahoo.com Location: Proposed Use: Access is on WCR: 74 Temporary: Nearest Intersection WCR: 74 & WCR: 47 Single Residential : Distance From Intersection: 1485 Industrial: Number of Existing Accesses: 6 Small Commercial: Planning Process: USR USR14-0082/SUB Oil & Gas: Large Commercial: Road Surface Type & Construction Information: Subdivision: Road Surface: Gravel Field (Agricultural Culvert Size & Type: 18" CMP Only)/Exempt: Start Date: 12/01 /2014 Finish Date: 03/01 /2015 Materials to Construct Access: Gravel Required Attached Documents Submitted: Traffic Control Plan: No Certificate of Insurance: Yes Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 1/2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel 070935000012. Utilize NEW access point on CR 74 ( 1 -O&G) located approx. 1485 ft. West of CR 47. Note: CR 74 is an Arterial roadway with a 90 ft. setback from centerline. Access point and usage conditional on BOCC approval. Approved by: Weld County Public Works Date: 1 /20/2015 Print Date -Time: 1 /20/2015 9:20:04AM Report ID: PW00008v001 Page 1 of 1 C 10 - Away from Access C 10 - Looking West from Access sea 4111r- mmis Luta -"al 4 t. _ t* +10 -- .._114 iolotniity. r L _j•. f C 10 - Into Access C 10 — Looking East from Access 41.11hil • r • k . ,_ e _ _4.,d e ...., _. A. (1 .., .. /7 Q O .4 rY J w Q CI- CL e li 1 ,' 6 ,. ,, , . ,, , r 1 - .d r ' i 4414 II Alli p_ 4 i Ay I w_ Hello