for agency use only submit one hard copy and one electronic...

SUBMIT ONE HARD COPY AND ONE ELECTRONIC COPY

WYOMING POLLUTANT DISCHARGE ELIMINATION SYSTEM

APPLICATION FOR PERMIT TO SURFACE DISCHARGE PRODUCED WATER FROM COAL BED METHANE NEW DISCHARGES, RENEWALS, OR MAJOR

MODIFICATIONS

Revised: 6-12-2013

PLEASE PRINT OR TYPE (Submission of illegible materials will result in return of the application to the applicant) 1. Check the box corresponding to the type of application being applied for:

New CBM permit

CBM permit renewal Permit number: WY0052221 Expiration Date: 11/30/2015

CBM permit major modification Permit number: Expiration Date:

2. Identify the river basin in which the discharge will occur:

Belle Fourche Cheyenne Powder Little Powder Tongue

Other (identify) _________________________________________

3. Select permit option(s): if more than one option is selected, the applicant must describe which option applies to which outfall.

Option 1A – Discharge is contained within an off-channel pit (class 4C) capable of containing all effluent plus up to a 50-year / 24-hour storm event. For existing permits only, Option 1A also applies to discharges that are contained within a head water reservoir situated within a class 4 channel and capable of containing all effluent plus up to a 50-year/24-hour storm event.

Option 1B – Discharge is contained within a natural closed basin or playa lake (class 3A). Option 1B also applies to discharges that are contained within a headwater reservoir situated within a class 3 channel and capable of containing all effluent plus up to a 50-year/24-hour storm event. Option 1B headwater reservoirs shall not be located within alluvial deposits or the floodplain of any perennial, intermittent or ephemeral stream. Option 1B headwater reservoirs less than 50 acre feet in capacity shall not be located within 500 feet of such features; reservoirs greater than 50 acre feet in capacity shall not be located within ¼ mile (1320 feet) of such features.

Option 2 – This option includes any on-channel discharge (including discharge into an on-channel reservoir) that does not meet the impoundment requirements specified in options 1A or 1B above. Outfalls 002, 005, 006, 008, 011, 012, 015, 016, 028, 029, 030, 031, 032, 033, 034 and 035 will discharge into seventeen (17) on-channel reservoirs; the lowermost reservoirs will contain CBNG produced water during ‘dry’ operating conditions.

4. General Facility Location: Township(s): 47N Range(s): 74W & 75W

Immediate Receiving Stream(s): Tributaries to Beaver Creek, which is tributary to the Powder River. Please see Tables 1A and 1B for details. HUC 10 - 1009020205

5. Name of the facility producing the discharge (this is the facility name that will appear on the WYPDES permit):

BBC Beaver Creek

For Agency Use Only

Application Number WY00_______________

Date Received:

__________________

(mo/day/yr)

WYPDES Permit WY0052221 Vanguard Operating, LLC

BBC Beaver Creek - Renewal HUC 10 - 1009020205

June 2, 2015 Page 1 of 29

6. Company, Contact Name, mailing address, e-mail address, and telephone number of the individual or company which owns the facility producing the discharge, and the person (consultant) responsible for permit submission.

Company Contact Name Jenni Hitt

Consultant Contact Name Charlene Ewart

Company Name Vanguard Operating, LLC

Company Name InterTech Environmental & Engineering, LLC

Mailing Address 1414 E. Lincoln Street

Mailing Address 3821 Beech Street

City, State, and Zip Code Gillette, WY 82716

City, State, and Zip Code Laramie, WY 82070

Telephone Number (307) 685-4322

Telephone Number (307) 755-3481

E-Mail Address [email protected]

E-Mail Address [email protected]

7.a. If applying for outfalls under Option 2, are any of the proposed Option 2 outfalls DIRECT DISCHARGES*that would require the use of assimilative capacity credits for salt and sodium in the Powder River?

YES NO. The direct discharging outfalls, 018 and 023, have been deconstructed. Outfalls 002, 005, 006, 008, 011, 012, 015, 016, 028, 029, 030, 031, 032, 033, 034 and 035 will discharge into seventeen (17) on-channel reservoirs; the lowermost reservoirs will contain CBNG produced water during ‘dry’ operating conditions.

If “yes”, please complete Table 5.

*DIRECT DISCHARGE means those discharges that are not or are only partially contained within reservoirs. Discharges to reservoirs that only overtop and spill during storm events are not subject to assimilative capacity requirements. Direct discharges that can meet Powder River ambient concentrations for TDS and sodium are also not subject to assimilative capacity requirements.

7.b. If applying for outfalls under Option 2, is it possible that INTENTIONAL RESERVOIR RELEASES* will be requested for any of the reservoirs receiving CBM discharges under this permit?

YES NO. Vanguard is authorized to release produced water from upstream on-channel reservoirs to the lowermost on-channel reservoirs identified in question 10c. Discharge from the lowermost on-channel reservoirs is allowed with prior written authorization granted by the WYPDES program for a reservoir release, in association with use of assimilative capacity credits for the Powder River Basin.

*INTENTIONAL RESERVOIR RELEASE means purposeful and intentional reservoir releases (opening a valve or pumping out a reservoir) to provide freeboard within a reservoir. Discharges that occur solely in response to storm events are not considered intentional reservoir releases, and do not require assimilative capacity credits. Intentional reservoir releases are authorized on a case-by-case basis and require WDEQ approval above and beyond a WYPDES surface discharge permit (authorization application form available on WDEQ website).

8. If submitting a major modification or permit renewal, please describe all requested permit modifications (i.e. add 2 outfalls, add 23 wells, move outfall 001 500 feet…):

Remove deconstructed outfalls 018 and 023, as shown on Tables 1A/1B. Constructed/Deconstructed outfall photos are attached. Outfalls 018 and 023 were the only direct discharge outfalls on this permit.

o Remove the assimilative capacity (AsCap) credits from this permit. Vanguard requests to leave the AsCap credits unassigned.

o Remove the Chronic WET Testing that is required for outfalls 018 and 023 only.

Correct a typographical error in the section of Groundwater Monitoring Well 3 (MW3) from ‘4’ to ‘2’, as shown on Tables 1A/1B.

Correct a typographical error in the quarter/quarter of Reservoir Quality Monitoring Station 3 (R3) from ‘SESW’ to ‘SWSE’, as shown on Tables 1A/1B.

Move the Downstream (DPR), Tributary (TRIB1) and Upstream (UPR) Water Quality Monitoring Stations to more field accessible locations, as shown on Tables 1A/1B.

Update reservoir information, as shown on Tables 1A/1B/3/4.




Update one (1) well and remove one (1) well, as shown on Table 2.

Remove reservoirs Little Buffalo (AKA 26-1) and 22-1, as shown on Tables 3/4.

9. Name(s) and mailing address(es) of owner(s) of the surface rights on whose land the discharge occurs (in cases where the land is owned by the state or federal government but surface rights are leased to a private individual, provide lessee’s name and address):

Landowner #1 Name Little Buffalo Ranch, LLC Attn: Gary Marquiss

Landowner # 2 Name Marquiss, Trigg G.

Landowner # 3 Name Mankin, Ruth F Revocable Trust

Mailing Address 2653 Clarkelen Road

Mailing Address PO Box 668



City, State, and Zip Code Gillette, WY 82717-0668

City, State, and Zip Code Gillette, WY 82717-1239

Landowner #4 Name Davis, Richard L Trust & Dorothy J Trust

Landowner #5 Name Throne Ranch Co Attn: Tom Throne

Mailing Address 218 Iberlin Road



City, State, and Zip Code Sheridan, WY 82801-1056

10a. Please provide the maximum anticipated discharge rate, in million gallons per day (MGD), from this facility:

The maximum anticipated discharge rate from this facility is 0.6390 MGD. 10b. Does this facility rely on containment in reservoirs (of any type) as part of the water management strategy?

YES NO

10c. If NO is checked above, please proceed to item #11. If YES is checked above, the permittee is required to conduct an internal evaluation of the ability of the reservoir(s) at this facility to contain discharges. Based on the results of this evaluation, please describe the ability of the reservoir(s) at this facility to contain effluent and surface run-off from precipitation events. If there are multiple reservoirs at this facility which have different reservoir containment capabilities, please describe separately, identifying reservoirs using reservoir name. For example, “Reservoir A will contain all effluent and will only overtop during a storm event of any magnitude; Reservoir B will contain all effluent plus surface run-off from up to the 50 year/24 hour storm event, etc…”:

Based on the results of an internal water balance evaluation, Vanguard anticipates containment of CBNG produced water from outfalls 002, 005, 006, 008, 011, 012, 015, 016, 028, 029, 030, 031, 032, 033, 034 and 035 within seventeen (17) on-channel reservoirs; the lowermost reservoirs will contain effluent during ‘dry’ operating conditions and will only overtop naturally during a storm event of any magnitude. Vanguard is authorized to release produced water from upstream on-channel reservoirs to the lowermost on-channel reservoirs. Discharge from the lowermost on-channel reservoirs is allowed, during ‘dry’ operating conditions, with prior written authorization granted by the WYPDES program for a reservoir release, in association with use of assimilative capacity credits for the Powder River Basin.

The upstream on-channel reservoirs that are allowed to discharge are as follows: ENL of the 9-1, EX 9-2 (AKA 9-2), 10-1, 11-1, North Beaver (AKA 14-1), 5-2, ENL to Johnnie and P19-1-4774.

The lowermost on-channel reservoirs are as follows: T1, 9-3, 5-1, 10-2, 14-2, EX 25-1, T2, Charlie and 36-1.

Please note that Vanguard will monitor flow rates and alter discharges as necessary to meet the requirements of this permit.

Please see Table 3: Reservoir Information for additional details.

The internal evaluation does NOT need to be submitted to the WYPDES Program as part of this application. By completing item 10b and signing this application, the permittee certifies that the reservoirs at this facility are capable of meeting the containment abilities which have been provided. The WYPDES Program will use the information provided above to determine the appropriate reservoir containment requirements that will be established in the permit. If reservoir containment requirements established in the permit are not met, this may constitute a violation of the permit, which is subject to full enforcement by the WYPDES Program.




11. Attach a description and a clear, legible, detailed topographic map of the discharging facility. Include the following: a. A legend b. Well locations c. Ponds – Not pertinent to the water management strategy of this facility. d. Reservoirs e. Stock tanks – Not pertinent to the water management strategy of this facility. f. Discharge points (outfalls) g. Immediate receiving streams h. Water quality monitoring stations – Referred to as downstream (DPR), upstream (UPR) and tributary (TRIB1)

water quality monitoring stations. i. Irrigation monitoring points – Referred to as monitoring well (MW), stream (STR) and reservoir (R) monitoring

points. j. Location of nearest downstream irrigator k. Section, Township, and Range information l. If proposing to use class 4C off-channel pits (option 1A), include footprint outline of the proposed pits. To denote

setback distance, include a distance marker from closest side of pit to the nearest water feature, floodplain, or stream alluvium. Identify latitude and longitude in decimal degrees (using a minimum of 6 decimal places) for each end point of the setback distance marker. – Off-channel pits are not being used at this facility.

m. If proposing discharge to a headwater reservoir or to a playa lake (option 1B), include footprint outline of the proposed impoundment(s). See page 1 of the application form for option 1B impoundment siting requirements. To denote setback distance from alluvial floodplain areas, include a distance marker from closest side of the impoundment to the nearest floodplain, or stream alluvium. Identify latitude and longitude in decimal degrees (using a minimum of 6 decimal places) for each end point of the setback distance marker. – Headwater reservoirs and playa lakes are not being used at this facility.

Please see the attached permit renewal map for the remaining items listed above.

(If any of the above are not applicable please indicate in the description and include a brief explanation as to why the item is not applicable.)

12. Describe the control measures that will be implemented to prevent significant damage to or erosion of the receiving water

channel at the point of discharge.

Produced water is discharged slowly through a vertical, large diameter riser pipe and allowed to flow down the side of the corrugated pipe to dissipate energy. The discharge water passes over cement aprons and/or rip-rap placed at a gentle slope prior to entering the receiving water/reservoir.

13. Describe the control measures that will be implemented to achieve water quality standards and effluent limits. If proposing to utilize a treatment process, provide a description of the treatment process.

No active water treatment is necessary to meet the water quality standards and effluent limits. However, passive treatment methods such as aeration and settling may be implemented to reduce concentrations of trace metals.

14. Outfall locations must be established as part of a preliminary field reconnaissance survey using GPS or conventional survey equipment and documented in Table 1. Please document the type of equipment used, the expected accuracy of your measurements, and a brief rationale for locating the outfalls at the requested sites below.

The outfall locations were determined by field personnel using a handheld GPS unit with an accuracy of generally 60 feet or better. The outfalls are located on ephemeral stream channels in locations where the discharge water will benefit livestock and wildlife. Outfalls 002, 005, 006, 008, 011, 012, 015, 016, 028, 029, 030, 031, 032, 033, 034 and 035 are shown in their as-built locations.

15. Complete the attached Table 1. Provide all the information requested in the table for each proposed discharge point or monitoring point. If proposing changes (a major modification) to an existing facility, clearly indicate the desired changes on the table. Additional tables may be attached. Use the format provided. Option 2 permits, except those located in the Belle Fourche or Cheyenne River Basins, must include water quality monitoring station locations. Option 1B headwater reservoir discharges (reservoirs other than playa lakes capable of 50 year, 24 hour stormwater runoff containment) must include flow monitoring station locations. Option 1A and 1B permits must include containment unit monitoring station locations. Information related to reservoirs is only required if the facility’s water management plan includes reservoir containment.

Please see attached Tables 1A and 1B: Outfall Information.




16. Complete the attached Table 2. Provide all the information requested in the table for each well associated with this proposed discharge authorization. If proposing changes (a major modification) to an existing facility, clearly indicate the desired changes on the table. Additional tables may be attached. Use the format provided.

Please see attached Table 2: Well Information.

17. Complete the attached Table 3. Provide all the information requested in the table for each reservoir proposed for containment of CBM produced water. Specified locations refer to the approximate center of the reservoir. If proposing changes (a major modification) to an existing facility, clearly indicate the desired changes on the table. Additional tables may be attached. Use the format provided. Information related to reservoirs is only required if the facility’s water management plan includes reservoir containment.

Please see attached Table 3: Reservoir Information.

18. Complete the attached Table 4. Provide all information requested in the table related to reservoir bonding requirements for each reservoir proposed for the containment of CBM produced water. If proposing any changes (a major modification) to an existing facility, clearly indicate the desired changes on the table. Additional tables may be attached. Use the format provided. Information related to reservoirs is only required if the facility’s water management plan includes reservoir containment.

Please see attached Table 4: Bonding Information.

19. Provide the results of water analyses for a sample collected from a location representative of the quality of the water being proposed for discharge for all of the chemical parameters listed in the table below. The sample must be collected from well(s) or outfall(s) within a twenty mile radius of the proposed facility’s location, and from the same coal formation(s) and the same approximate depth(s) as proposed in this application. If filing an application for a permit renewal or modification, the representative sample must be collected from the facility being proposed for renewal or modification. Explain why this sample is representative of the produced water to be discharged.

Please refer to the following sample identification table and corresponding lab analysis for representative water quality. An initial laboratory analysis for DP_WY0052221_034 is included and is representative of CBNG production from the Big George and Wyodak coal seams from outfall 034 of this permit.

Sample ID Sample

Date QTR/ QTR

SEC TWP (N)

RNG (W)

Coal Seam(s)

DP_WY0052221_034 12/20/2010 SENW 31 47 74 Big George,

Wyodak Samples from co-mingled coal seams are acceptable as long as the sample(s) meet the following criteria:

A. all of the coal seams being proposed for development are represented in the co-mingled sample, with no contribution from coal seams not being proposed for development at the new facility.

B. the ratio of each coal seam’s contribution is approximately the same in the sample and the proposed development, C. documentation is provided to verify the criteria listed in A. and B.

The analyses must be conducted in accordance with approved EPA test procedures (40 CFR Part 136). Include a signed copy of your lab report that includes the following:

a. detection limits b. results of each of the chemical parameters at the chemical state given below c. quarter/quarter, section, township and range of the sample collection location d. Time and date of sample collection e. Time and date of analysis for each parameter f. Analyst’s initials for each parameter g. Detection limit for each parameter as achieved by the laboratory h. WYPDES permit number and outfall number, where the sample was collected. i. Origin of produced water (coal seam and legal location of sample collection location)

If more than one coal seam is being proposed for development, the permittee must submit a lab analysis and complete information characterizing water quality from each coal seam being proposed for development. If the permittee is proposing to include discharges from a coal seam not previously developed at this facility, the permittee must submit a lab analysis and complete information characterizing water quality from the new coal seam being proposed for development. A mixing analysis may be required if the representative water quality analysis from the new coal seam indicates that the inclusion of the new effluent source may result in degradation of existing effluent quality. Analyses must be provided in the units listed below.




Parameter* (See notes following the table on chemical states)

Required Detection Limits and Required Units

Alkalinity, Total 1 mg/l as CaCO3

Aluminum, Dissolved 50 g/l

Arsenic, Total Recoverable 1 g/l

Barium, Total Recoverable 100 g/l

Bicarbonate 10 mg/l

Cadmium, Dissolved 5 g/l

Calcium, Dissolved 50 g/l, report as mg/l

Chlorides 5 mg/l

Copper, Dissolved 10 g/l

Dissolved Solids, Total 5 mg/l

Fluoride, Dissolved 100 µg/l

Hardness, Total 10 mg/l as CaCO3

Iron, Dissolved 50 g/l

Lead, Dissolved 2 g/l

Magnesium, Dissolved 100 g/l, report as mg/l

Manganese, Dissolved 50 g/l

Mercury, Dissolved 1 g/l

pH to 0.1 pH unit

Radium 226, Total Recoverable 0.2 pCi/l

Radium 228, Total Recoverable** 0.2 pCi/l

Selenium, Total Recoverable 5 g/l

Sodium Adsorption Ratio Calculated as unadjusted ratio

Sodium, Dissolved 100 g/l, report as mg/l

Specific Conductance 5 micromhos/cm

Sulfates 10 mg/l

Zinc, Dissolved 50 g/l *Discharges into drainages other than the Powder River geologic basin may require analysis of additional parameters, please contact the WDEQ for a separate list.

**This parameter is only required for those discharges located within one stream mile of a class 2 water.

20. For new facilities, provide the expected (estimated) flow volume from each well in gallons per day, and provide the rationale behind the flow volume estimate. For existing facilities, provide actual flow data from all wells within the last six months.

Flow: 0.1100 MGD

Rational: The average maximum total facility flow from July to December 2014. Please see the Flow Data Table for details.

21. For applications for new facilities, are any of the required chemical constituents in the laboratory analysis present in concentrations above Wyoming Water Quality Standards?

YES NO. Not applicable, this is an existing facility.

If the answer to question # 21 is yes, answer 21.a. – 21.b below. If no, proceed to question 23.

a. Which constituents? b. Has this constituent been addressed in the response to question 13?




22. For applications for existing facilities, has the facility ever exceeded permit limits or water quality standards? If the facility has never discharged or has not yet been constructed, please indicate below.

YES NO

If the answer to question 22 is yes, answer 22.a. – 22.c. If no, proceed to question 23.

a. Which constituents? pH, field b. Has the exceedance been addressed? Yes c. Describe how the exceedance was addressed. Please see the attached Exceedance Summary Table for details.

23. Does any irrigation occur downstream of the discharge? Please note that irrigation may include conventional (artificial) irrigation involving the use of diversion structures; as well as natural irrigation, which occurs passively from overbank flooding or sub-irrigation.

YES NO

WDEQ has implemented a program within the Beaver Creek drainage for irrigation protection to include monitoring and reporting of downstream locations, which includes monitoring well, stream, soil, crop and reservoir points. These standard locations are included within this renewal application.

If yes, at a minimum, the WYPDES Program requires submission of the following information:

1. Location(s) of irrigation diversions (if any) and/or naturally-irrigated acreage; 2. Type(s) of Crops grown under irrigation; 3. Description of Irrigation Practices 4. A topographic map showing irrigated acreage, any structures, ownership of irrigated acreage.

In addition to the minimum information described above, the WYPDES Program may require additional information should the permittee request site-specific effluent limits protective of irrigation uses. Contact the WYPDES Program for more information regarding requirements for site-specific SAR, TDS, and EC limits.

24. Provide name(s) and address(es) for all downstream irrigators between the outfalls and the mainstem.

Irrigator #1 Name Flying T Land Company, LP

Irrigator #2 Name Iberlin Ranch Ltd. Partnership

Mailing Address 81 Whitetail Lane

Mailing Address 975 Iberlin Road

City, State, and Zip Code Buffalo, WY 82834


25. Provide a listing of all active permits or construction approvals received or applied for by the applicant for the site described

in this permit application in accordance with Chapter 2, Section 5.T. of the Wyoming Water Quality Rules and Regulations.

Please see Table 2 for a complete list of WOGCC API numbers associated with this facility. Please see Table 3 for a complete list of SEO permit numbers associated with this facility.




cewart

Typewritten Text

6/2/2015

Desired Changes

Discharge Point

(Outfalls) #

ImmediateReceiving

Stream

Mainstem(closest

perennialwater)

Distance to Closest 2AB Channel & Mainstem

(Miles)

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

CountyReservoir

Name and Type

Update Reservoir

From002

Tributary to Beaver Creek

Powder River

34.6 NENE 9 47 75 44.069709 -105.873117 Campbell

9-1EX 9-2 (AKA 9-2)

T1(Option 2)

Update Reservoir

To002

Tributary to Beaver Creek

Powder River

34.6 NENE 9 47 75 44.069709 -105.873117 Campbell

ENL of the 9-1EX 9-2 (AKA 9-2)

T1(Option 2)

- 005Tributary to Beaver

CreekPowder River

31.4 SWNW 9 47 75 44.065908 -105.887904 Campbell9-3

(Option 2)


CreekPowder River

29.3 SENW 5 47 75 44.080342 -105.904845 Campbell5-1

(Option 2)


CreekPowder River

36.4 NENE 10 47 75 44.067801 -105.854241 Campbell10-110-2

(Option 2)


CreekPowder River

37.5 NESW 11 47 75 44.062521 -105.842796 Campbell11-114-2

(Option 2)


CreekPowder River

37.6 NENE 14 47 75 44.054612 -105.831765 CampbellNorth Beaver (AKA 14-1)

14-2(Option 2)


CreekPowder River

37.4 SENE 14 47 75 44.049942 -105.830922 CampbellNorth Beaver (AKA 14-1)

14-2(Option 2)


CreekPowder River

36.4 SENW 14 47 75 44.050949 -105.844688 Campbell14-2

(Option 2)

Remove 018 Beaver CreekPowder

River35.0 NENW 15 47 75 44.054415 -105.862116 Campbell

Direct Discharge(Option 2)

Remove 023 Beaver CreekPowder

River32.7 SENW 16 47 75 44.049403 -105.883859 Campbell

Direct Discharge(Option 2)

Update Reservoir

From028 Charlie Draw

Powder River

41.0 SWSE 24 47 75 44.028432 -105.816531 Campbell25-1

(Option 2)

Update Reservoir

To028 Charlie Draw

Powder River

41.0 SWSE 24 47 75 44.028432 -105.816531 CampbellEX 25-1

(Option 2)


CreekPowder River

29.9 NENE 5 47 75 44.082790 -105.892694 Campbell5-2T2

(Option 2)

Table 1A - Outfall Information Changes: WY0052221 - BBC Beaver Creek





Desired Changes

Discharge Point

(Outfalls) #

ImmediateReceiving

Stream

Mainstem(closest

perennialwater)


(Miles)

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

CountyReservoir

Name and Type

Update Reservoirs

From030 Johnnie Draw

Powder River

42.5 NWSE 18 47 74 44.047306 -105.797626 Campbell

Johnnie19-1

Charlie(Option 2)

Update Reservoirs

To030 Johnnie Draw

Powder River

42.5 NWSE 18 47 74 44.047306 -105.797626 Campbell

ENL to JohnnieP19-1-4774

Charlie(Option 2)

Update Reservoirs

From031

Tributary to Johnnie Draw

Powder River

42.6 NWSE 18 47 74 44.047403 -105.799535 Campbell

Johnnie19-1

Charlie(Option 2)

Update Reservoirs

To031

Tributary to Johnnie Draw

Powder River

42.6 NWSE 18 47 74 44.047403 -105.799535 Campbell


Charlie(Option 2)

- 032 Canyon DrawPowder River

42.2 SWNE 36 47 75 44.008952 -105.816235 Campbell36-1

(Option 2)

- 033 Beaver Short DrawPowder River

43.2 SWSW 30 47 74 44.013920 -105.807970 Campbell36-1

(Option 2)


43.3 SENW 31 47 74 44.008607 -105.805125 Campbell36-1

(Option 2)


44.1 NWSE 31 47 74 44.002945 -105.798977 Campbell36-1

(Option 2)

Desired Changes

Station Name

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

- MW1 NENE 3 47 76 44.081430 -105.974850

Update From

MW3 NWSW 4 47 76 44.076820 -105.966390

UpdateTo

MW3 NWSW 2 47 76 44.076820 -105.966390

- STR1 SWNW 2 47 76 44.077250 -105.966314

Update From

R1 NENE 9 47 75 44.069612 -105.875308

UpdateTo

R1 NENE 9 47 75 44.069612 -105.875308

Station DescriptionNotes regarding water quality

monitoring station types

Irrigated FieldGroundwater Monitoring Well

Reservoir Quality Monitoring Station 9-1

Stream Monitoring Point Ephemeral Channel (Instream)

Reservoir Quality Monitoring Station ENL of the 9-1

Groundwater Monitoring Well Irrigated Field




June 2, 2015 Page 10 of 29


Desired Changes

Station Name

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

- R2 SWNE 9 47 75 44.066394 -105.878257

Correct From

R3 SESW 9 47 75 44.058580 -105.878810

CorrectTo

R3 SWSE 9 47 75 44.058580 -105.878810

- R4 SWNW 9 47 75 44.064084 -105.889286

- R5 SWNW 5 47 75 44.079162 -105.905685

- R6 NWNE 10 47 75 44.067495 -105.856533

- R7 SENW 10 47 75 44.064037 -105.861366

- R8 NESW 11 47 75 44.061668 -105.842216

- R9 SENE 14 47 75 44.049420 -105.834153

- R10 SWNW 14 47 75 44.051327 -105.850258

Update From

R11 NWNW 25 47 75 44.024410 -105.826100

UpdateTo

R11 NWNW 25 47 75 44.024410 -105.826100

- R12 NENE 5 47 75 44.082600 -105.893248

- R13 NWSE 5 47 75 44.077257 -105.899512

Update From

R14 SWSE 18 47 74 44.044236 -105.799867

UpdateTo

R14 SWSE 18 47 74 44.044236 -105.799867

Update From

R15 NENW 19 47 74 44.038916 -105.803464

UpdateTo

R15 NENW 19 47 74 44.038916 -105.803464

- R16 NWSW 19 47 74 44.032778 -105.805790

- R17 NWNE 36 47 75 44.012211 -105.817563

5-2

Reservoir Quality Monitoring Station T2

Reservoir Quality Monitoring Station ENL to Johnnie

Reservoir Quality Monitoring Station EX 25-1

Reservoir Quality Monitoring Station P19-1-4774


Reservoir Quality Monitoring Station


Reservoir Quality Monitoring Station North Beaver (AKA 14-1)


Reservoir Quality Monitoring Station Charlie

Reservoir Quality Monitoring Station Johnnie


10-2







Station Description

5-1

Reservoir Quality Monitoring Station EX 9-2 (AKA 9-2)


Notes regarding water quality monitoring station types



June 2, 2015 Page 11 of 29


Desired Changes

Station Name

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

MoveFrom

DPR SWNE 20 48 77 44.119427 -106.137481

MoveTo

DPR SWNE 20 48 77 44.121949 -106.140138

MoveFrom

TRIB1 NESE 20 48 77 44.118179 -106.135699

MoveTo

TRIB1 NESE 20 48 77 44.117668 -106.132576

MoveFrom

UPR SWSW 20 48 77 44.113121 -106.146704

MoveTo

UPR SWSW 20 48 77 44.114396 -106.148259



Upstream Mainstem Water Quality Monitoring Station; Powder River

Downstream Mainstem Water Quality Monitoring Station; Powder River

Tributary Water Quality Monitoring Station;Beaver Creek


Associated outfalls: All



Please note that not all station types may be applicable for a particular facility. Additional spaces may be added if necessary. Use the format provided. Please denote reservoir type(s) - on channel, off-channel, playa, headwater Option 1B - in the appropriate column. Please note that reservoir information is not required if reservoir containment is not part of the facility's water management plan - for instance, information about existing "incidental" downstream reservoirs is not required. Please use North American Datum 1983 (NAD83) when reporting latitudes and longitudes.








June 2, 2015 Page 12 of 29

Discharge Point

(Outfalls) #

ImmediateReceiving

Stream

Mainstem(closest

perennialwater)


(Miles)

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

CountyReservoir

Name and Type

002Tributary to

Beaver CreekPowder River

34.6 NENE 9 47 75 44.069709 -105.873117 Campbell

ENL of the 9-1EX 9-2 (AKA 9-2)

T1(Option 2)

005Tributary to


31.4 SWNW 9 47 75 44.065908 -105.887904 Campbell9-3

(Option 2)

006Tributary to


29.3 SENW 5 47 75 44.080342 -105.904845 Campbell5-1

(Option 2)

008Tributary to


36.4 NENE 10 47 75 44.067801 -105.854241 Campbell10-110-2

(Option 2)

011Tributary to


37.5 NESW 11 47 75 44.062521 -105.842796 Campbell11-114-2

(Option 2)

012Tributary to


37.6 NENE 14 47 75 44.054612 -105.831765 CampbellNorth Beaver (AKA 14-1)

14-2(Option 2)

015Tributary to


37.4 SENE 14 47 75 44.049942 -105.830922 CampbellNorth Beaver (AKA 14-1)

14-2(Option 2)

016Tributary to


36.4 SENW 14 47 75 44.050949 -105.844688 Campbell14-2

(Option 2)

028 Charlie DrawPowder River

41.0 SWSE 24 47 75 44.028432 -105.816531 CampbellEX 25-1

(Option 2)

029Tributary to


29.9 NENE 5 47 75 44.082790 -105.892694 Campbell5-2T2

(Option 2)

030 Johnnie DrawPowder River

42.5 NWSE 18 47 74 44.047306 -105.797626 Campbell


Charlie(Option 2)

Table 1B - Outfall Information as Proposed: WY0052221 - BBC Beaver Creek



June 2, 2015 Page 13 of 29


Discharge Point

(Outfalls) #

ImmediateReceiving

Stream

Mainstem(closest

perennialwater)


(Miles)

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

CountyReservoir

Name and Type

031Tributary to

Johnnie DrawPowder River

42.6 NWSE 18 47 74 44.047403 -105.799535 Campbell


Charlie(Option 2)

032 Canyon DrawPowder River

42.2 SWNE 36 47 75 44.008952 -105.816235 Campbell36-1

(Option 2)

033Beaver Short

DrawPowder River

43.2 SWSW 30 47 74 44.013920 -105.807970 Campbell36-1

(Option 2)


43.3 SENW 31 47 74 44.008607 -105.805125 Campbell36-1

(Option 2)


44.1 NWSE 31 47 74 44.002945 -105.798977 Campbell36-1

(Option 2)

Station Name

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

MW1 NENE 3 47 76 44.081430 -105.974850

MW3 NWSW 2 47 76 44.076820 -105.966390

STR1 SWNW 2 47 76 44.077250 -105.966314

R1 NENE 9 47 75 44.069612 -105.875308

R2 SWNE 9 47 75 44.066394 -105.878257

R3 SWSE 9 47 75 44.058580 -105.878810

R4 SWNW 9 47 75 44.064084 -105.889286

R5 SWNW 5 47 75 44.079162 -105.905685

R6 NWNE 10 47 75 44.067495 -105.856533

R7 SENW 10 47 75 44.064037 -105.861366

Notes regarding water quality monitoring station types

Station Description





Stream Monitoring Point Ephemeral Channel (Instream)

Reservoir Quality Monitoring Station EX 9-2 (AKA 9-2)

Reservoir Quality Monitoring Station ENL of the 9-1






June 2, 2015 Page 14 of 29


Station Name

Qtr/Qtr SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

R8 NESW 11 47 75 44.061668 -105.842216

R9 SENE 14 47 75 44.049420 -105.834153

R10 SWNW 14 47 75 44.051327 -105.850258

R11 NWNW 25 47 75 44.024410 -105.826100

R12 NENE 5 47 75 44.082600 -105.893248

R13 NWSE 5 47 75 44.077257 -105.899512

R14 SWSE 18 47 74 44.044236 -105.799867

R15 NENW 19 47 74 44.038916 -105.803464

R16 NWSW 19 47 74 44.032778 -105.805790

R17 NWNE 36 47 75 44.012211 -105.817563

DPR SWNE 20 48 77 44.121949 -106.140138

TRIB1 NESE 20 48 77 44.117668 -106.132576

UPR SWSW 20 48 77 44.114396 -106.148259



Reservoir Quality Monitoring Station North Beaver (AKA 14-1)

EX 25-1





Reservoir Quality Monitoring Station ENL to Johnnie

Reservoir Quality Monitoring Station P19-1-4774




5-2



Please note that not all station types may be applicable for a particular facility. Additional spaces may be added if necessary. Use the format provided. Please denote reservoir type(s) - on channel, off-channel, playa, headwater Option 1B - in the appropriate column. Please note that reservoir information is not required if reservoir containment is not part of the facility's water management plan - for instance, information about existing "incidental" downstream reservoirs is not required.

Reservoir Quality Monitoring Station Charlie






June 2, 2015 Page 15 of 29

Change Well Name API Number Coal SeamWell

Depth

Location(QQ, Section,

Township, Range)

Discharges to

Outfall #*

- Nisselius Ranch Fed 14-6-4774BG 49-005-52292 Big George 1586 SWSW 6-47-74 AWAO- Nisselius Ranch Fed 21-6-4774BG 49-005-52325 Big George 1485 NENW 6-47-74 AWAO- Nisselius Ranch Fed 23-6-4774BG 49-005-52324 Big George 1608 NESW 6-47-74 AWAO- Mankin 32-7-4774BG 49-005-48088 Big George 1176 SWNE 7-47-74 AWAO- Mankin 34-7-4774 49-005-42446 Wyodak 1642 SWSE 7-47-74 AWAO- Mankin 41-7-4774BG 49-005-46665 Big George 1100 NENE 7-47-74 AWAO- Mankin 43-7-4774 49-005-46660 Wyodak 1597 NESE 7-47-74 AWAO- R. Mankin Trust Fed. 12-18-4774 Not Available Big George-Wyodak Not Available SWNW 18-47-74 AWAO- R Mankin Trust Fed 21-18-4774 49-005-60625 Big George 1275 NENW 18-47-74 AWAO- R. Mankin Trust Fed 34-18-4774 Not Available Big George-Wyodak Not Available SWSE 18-47-74 AWAO- R. Mankin Trust Fed 43-18-4774 Not Available Big George-Wyodak Not Available NESE 18-47-74 AWAO- Mankin 22-19-4774BG 49-005-49746 Big George 1121 SENW 19-47-74 AWAO- Mankin 23-19-4774W 49-005-42445 Wyodak 1452 NESW 19-47-74 AWAO- Mankin 32-19-4774BG 49-005-46669 Big George 1194 SWNE 19-47-74 AWAO- R. Mankin Trust Fed 41-19-4774 Not Available Big George-Wyodak Not Available NENE 19-47-74 AWAO- Throne Ranch 13-30-47-74 WY 49-005-44167 Wyodak 1419 SWSW 30-47-74 AWAO- Throne Ranch 14-30-4774 BG 49-005-42156 Big George 1062 SWSW 30-47-74 AWAO- Throne Ranch 12-31-4774BG 49-005-50311 Big George 1107 SWNW 31-47-74 AWAO- Throne Ranch 21-31-4774BG 49-005-42155 Big George 1033 NENW 31-47-74 AWAO- Throne Ranch 23-31-4774W 49-005-44187 Wyodak 1458 NESW 31-47-74 AWAO- Throne Ranch 23-31-4774BG 49-005-42162 Big George 1034 NESW 31-47-74 AWAO- Throne Ranch 33-31-4774W 49-005-46266 Big George-Wyodak 1440 NWSE 31-47-74 AWAO- Nisselius Ranch Fed 12-1-4775 49-005-52309 Big George 1509 SWNW 1-47-75 AWAO- Nisselius Ranch Fed 14-1-4775BG 49-005-52322 Big George 1547 SWSW 1-47-75 AWAO- Nisselius Ranch Fed 21-1-4775BG 49-005-52321 Big George 1439 NENW 1-47-75 AWAO- Nisselius Ranch Fed 23-1-4775BG 49-005-52320 Big George 1600 NESW 1-47-75 AWAO- Nisselius Ranch Fed 32-1-4775BG 49-005-52319 Big George 1484 SWNE 1-47-75 AWAO- Nisselius Ranch Fed 34-1-4775BG 49-005-52318 Big George 1559 SWSE 1-47-75 AWAO- Nisselius Ranch Fed 41-1-4775BG 49-005-52316 Big George 1468 NENE 1-47-75 AWAO- Nisselius Ranch Fed 43-1-4775BG 49-005-52314 Big George 1450 NESE 1-47-75 AWAO- Nisselius Ranch Fed 12-2-4775BG 49-005-52313 Big George 1335 SWNW 2-47-75 AWAO- Nisselius Ranch Fed 21-2-4775BG 49-005-52312 Big George 1254 NENW 2-47-75 AWAO- Federal 32-2-4775BG 49-005-55732 Big George 1280 SWNE 2-47-75 AWAO- Federal 34-2-4775BG 49-005-55733 Big George 1312 SWSE 2-47-75 AWAO- Federal 41-2-4775BG 49-005-55734 Big George 1248 NENE 2-47-75 AWAO- Little Buffalo Fed 12-3-4775W 49-005-57088 Wyodak 1750 SWNW 3-47-75 AWAO- Little Buffalo Fed 12-3-4775BG 49-005-55736 Big George 1460 SWNW 3-47-75 AWAO- Little Buffalo Ranch 14-3-4775BG 49-005-54345 Big George 1385 SWSW 3-47-75 AWAO- Little Buffalo Ranch 14-3-4775W 49-005-53686 Wyodak 1640 SWSW 3-47-75 AWAO- Federal 21-3-4775W 49-005-57087 Wyodak 1782 NENW 3-47-75 AWAO- Federal 21-3-4775BG 49-005-55737 Big George 1430 NENW 3-47-75 AWAO- Little Buffalo Fed 23-3-4775BG 49-005-55738 Big George 1360 NESW 3-47-75 AWAO- Little Buffalo Fed 23-3-4775W 49-005-57085 Wyodak 1655 NESW 3-47-75 AWAO- Little Buffalo Fed 32-3-4775BG 49-005-55739 Big George 1403 SWNE 3-47-75 AWAO- Little Buffalo Ranch 34-3-4775W 49-005-53679 Wyodak 1630 SWSE 3-47-75 AWAO- Little Buffalo Ranch 34-3-4775BG 49-005-54347 Big George 1335 SWSE 3-47-75 AWAO- Nisselius Ranch Fed 41-3-4775BG 49-005-52311 Big George 1394 NENE 3-47-75 AWAO- Little Buffalo Fed 43-3-4775BG 49-005-55740 Big George 1412 NESE 3-47-75 AWAO- Little Buffalo Fed 12-4-4775BG 49-005-55741 Big George 1365 SWNW 4-47-75 AWAO- Little Buffalo Ranch 14-4-4775W 49-005-53685 Wyodak 1630 SWSW 4-47-75 AWAO- Little Buffalo Ranch 14-4-4775BG 49-005-54364 Big George 1403 SWSW 4-47-75 AWAO- Little Buffalo Fed 21-4-4775BG 49-005-55742 Big George 1390 NENW 4-47-75 AWAO- Little Buffalo Ranch 23-4-4775BG 49-005-54346 Big George 1385 NESW 4-47-75 AWAO- Little Buffalo Ranch 23-4-4775W 49-005-53684 Wyodak 1632 NESW 4-47-75 AWAO- Little Buffalo Fed 32-4-4775W 49-005-57663 Wyodak 1770 SWNE 4-47-75 AWAO- Little Buffalo Fed 32-4-4775BG 49-005-55877 Big George 1530 SWNE 4-47-75 AWAO- Little Buffalo Ranch 34-4-4775BG 49-005-54348 Big George 1339 SWSE 4-47-75 AWAO

Table 2 - Well Information: WY0052221 - BBC Beaver Creek

*AWAO - All wells are permitted to discharge to all outfalls



June 2, 2015 Page 16 of 29


Depth


Township, Range)

Discharges to

Outfall #*



- Little Buffalo Ranch 34-4-4775W 49-005-53683 Wyodak 1608 SWSE 4-47-75 AWAO- Little Buffalo Fed 41-4-4775W 49-005-57090 Wyodak 1710 NENE 4-47-75 AWAO- Little Buffalo Fed 41-4-4775BG 49-005-55743 Big George 1390 NENE 4-47-75 AWAO- Little Buffalo Ranch 43-4-4775W 49-005-53682 Wyodak 1664 NESE 4-47-75 AWAO- Little Buffalo Ranch 43-4-4775BG 49-005-54349 Big George 1380 NESE 4-47-75 AWAO- Marquiss Fed 12-5-4775BG 49-005-57084 Big George 1354 SWNW 5-47-75 AWAO

Remove Marquiss 14-5-4775BG 49-005-58629 Big George 1258 SWSW 5-47-75 AWAO- Federal 21-5-4775 49-005-60824 Big George 1352 NENW 5-47-75 AWAO- 23-5-4775BG Not Available Big George Not Available NESW 5-47-75 AWAO- Marquiss Federal 32-5-4775BG 49-005-57083 Big George-Wyodak 1730 SWNE 5-47-75 AWAO- Marquiss 34-5-4775BG 49-005-58628 Big George 1345 SWSE 5-47-75 AWAO- Marquiss Federal 41-5-4775 49-005-60866 Big George 1337 NENE 5-47-75 AWAO- Marquiss 43-5-4775 49-005-59837 Big George 1650 NESE 5-47-75 AWAO- Marquiss Federal 41-6-4775BG 49-005-57601 Big George 1510 NENE 6-47-75 AWAO- Marquiss 43-8-4775 49-005-58980 Big George 1561 NESE 8-47-75 AWAO- Little Buffalo Fed 12-9-4775W 49-005-58438 Wyodak 1573 SWNW 9-47-75 AWAO- Little Buffalo Fed 12-9-4775BG 49-005-55785 Big George 1262 SWNW 9-47-75 AWAO- Little Buffalo Fed 14-9-4775BG 49-005-55203 Big George 1210 SWSW 9-47-75 AWAO- Little Buffalo Fed 14-9-4775W 49-005-55204 Wyodak 1493 SWSW 9-47-75 AWAO- Little Buffalo Fed 21-9-4775W 49-005-57082 Wyodak 1610 NENW 9-47-75 AWAO- Little Buffalo Fed 21-9-4775BG 49-005-55744 Big George 1310 NENW 9-47-75 AWAO- Little Buffalo Fed 23-9-4775BG 49-005-55745 Big George 1242 NESW 9-47-75 AWAO- Little Buffalo Fed 23-9-4775W 49-005-55205 Wyodak 1605 NESW 9-47-75 AWAO- Little Buffalo Fed 32-9-4775BG 49-005-55206 Big George 1272 SWNE 9-47-75 AWAO- Little Buffalo Fed 32-9-4775W 49-005-57105 Wyodak 1550 SWNE 9-47-75 AWAO- Little Buffalo Fed 34-9-4775BG 49-005-55207 Big George 1210 SWSE 9-47-75 AWAO- Little Buffalo Fed 34-9-4775W 49-005-55208 Wyodak 1499 SWSE 9-47-75 AWAO- Little Buffalo Fed 41-9-4775W 49-005-57104 Wyodak 1615 NENE 9-47-75 AWAO- Little Buffalo Fed 41-9-4775BG 49-005-55746 Big George 1285 NENE 9-47-75 AWAO- Little Buffalo Fed 43-9-4775BG 49-005-55209 Big George 1250 NESE 9-47-75 AWAO- Little Buffalo Fed 43-9-4775W 49-005-55210 Wyodak 1519 NESE 9-47-75 AWAO- Little Buffalo Fed 12-10-4775BG 49-005-58655 Big George 1667 SWNW 10-47-75 AWAO- Little Buffalo Fed 14-10-4775W 49-005-55212 Wyodak 1632 SWSW 10-47-75 AWAO- Little Buffalo Fed 14-10-4775BG 49-005-55211 Big George 1287 SWSW 10-47-75 AWAO- Little Buffalo Ranch 21-10-4775 49-005-58634 Big George, Wyodak 1650 NENW 10-47-75 AWAO- Little Buffalo Fed 23-10-4775BG 49-005-55747 Big George 1217 NESW 10-47-75 AWAO- Little Buffalo Fed 23-10-4775W 49-005-57103 Wyodak 1610 NESW 10-47-75 AWAO- Little Buffalo Fed 32-10-4775R 49-005-59512 Big George 1244 SWNE 10-47-75 AWAO- Little Buffalo Fed 34-10-4775W 49-005-55214 Wyodak 1650 SWSE 10-47-75 AWAO- Little Buffalo Fed 34-10-4775BG 49-005-55213 Big George 1245 SWSE 10-47-75 AWAO- Little Buffalo Ranch 41-10-4775 49-005-59449 Big George 1645 NENE 10-47-75 AWAO- Little Buffalo Fed 43-10-4775BG 49-005-55749 Big George 1338 NESE 10-47-75 AWAO- Little Buffalo Fed 43-10-4775W 49-005-59487 Wyodak 1731 NESE 10-47-75 AWAO- Little Buffalo Fed 14-11-4775BG 49-005-55750 Big George 1666 SWSW 11-47-75 AWAO- Little Buffalo Fed 21-11-4775BG 49-005-55751 Big George 1380 NENW 11-47-75 AWAO- Little Buffalo Fed 23-11-4775BG 49-005-55752 Big George 1699 NESW 11-47-75 AWAO- Federal 12-12-4775 49-005-57101 Big George 1686 SWNW 12-47-75 AWAO- Federal 14-12-4775BG 49-005-57100 Big George 1646 SWSW 12-47-75 AWAO- Nisselius Ranch Fed 21-12-4775BG 49-005-52323 Big George 1730 NENW 12-47-75 AWAO- Nisselius Ranch Fed 23-12-4775BG 49-005-57099 Big George 1678 NESW 12-47-75 AWAO- Nisselius Ranch Fed 32-12-4775BG 49-005-57098 Big George 1721 SWNE 12-47-75 AWAO- Little Buffalo Fed 34-12-4775BG 49-005-57097 Big George 1765 SWSE 12-47-75 AWAO- Nisselius Ranch Fed 41-12-4775BG 49-005-58003 Big George 1600 NENE 12-47-75 AWAO- Nisselius Ranch Fed 43-12-4775BG 49-005-58005 Big George 1681 NESE 12-47-75 AWAO- Little Buffalo Fed 12-13-4775BG 49-005-57096 Big George 1574 SWNW 13-47-75 AWAO- Little Buffalo Fed 14-13-4775BG 49-005-57095 Big George 1664 SWSW 13-47-75 AWAO- Little Buffalo Fed 21-13-4775BG 49-005-57094 Big George 1630 NENW 13-47-75 AWAO



June 2, 2015 Page 17 of 29


Depth


Township, Range)

Discharges to

Outfall #*



- Little Buffalo Fed 23-13-4775BG 49-005-57093 Big George 1549 NESW 13-47-75 AWAO- Little Buffalo Fed 32-13-4775BG 49-005-57603 Big George 1578 SWNE 13-47-75 AWAO- Federal 34-13-4775 49-005-57092 Big George 1594 SWSE 13-47-75 AWAO- Little Buffalo Fed 41-13-4775BG 49-005-57091 Big George 1712 NENE 13-47-75 AWAO- Little Buffalo Fed 43-13-4775BG 49-005-57089 Big George 1601 NESE 13-47-75 AWAO- Little Buffalo Ranch 12-14-4775BG 49-005-54350 Big George 1183 SWNW 14-47-75 AWAO- Little Buffalo Fed 14-14-4775BG 49-005-55753 Big George 1301 SWSW 14-47-75 AWAO- Little Buffalo Fed 23-14-4775BG 49-005-55754 Big George 1215 NESW 14-47-75 AWAO- Little Buffalo Fed 32-14-4775BG 49-005-55755 Big George 1205 SWNE 14-47-75 AWAO- Little Buffalo Fed 34-14-4775BG 49-005-55786 Big George 1243 SWSE 14-47-75 AWAO- Little Buffalo Fed 41-14-4775BG 49-005-55756 Big George 1610 NENE 14-47-75 AWAO- State 43-14-4775BG 49-005-58627 Big George 1592 NESE 14-47-75 AWAO- Little Buffalo Fed 12-15-4775W 49-005-55216 Wyodak 1449 SWNW 15-47-75 AWAO- Little Buffalo Fed 12-15-4775BG 49-005-55215 Big George 1210 SWNW 15-47-75 AWAO- Little Buffalo Fed 14-15-4775BG 49-005-55217 Big George 1170 SWSW 15-47-75 AWAO- Little Buffalo Fed 14-15-4775W 49-005-55218 Wyodak 1447 SWSW 15-47-75 AWAO- Little Buffalo Fed 21-15-4775BG 49-005-58597 Big George 1580 NENW 15-47-75 AWAO- Little Buffalo Fed 23-15-4775W 49-005-55220 Wyodak 1511 NESW 15-47-75 AWAO- Little Buffalo Fed 23-15-4775BG 49-005-55219 Big George 1224 NESW 15-47-75 AWAO- Little Buffalo Ranch 32-15-4775BG 49-005-54351 Big George 1207 SWNE 15-47-75 AWAO- Little Buffalo Fed 34-15-4775BG 49-005-58657 Big George 1580 SWSE 15-47-75 AWAO- Little Buffalo Fed 41-15-4775W 49-005-59489 Wyodak 1593 NENE 15-47-75 AWAO- Little Buffalo Fed 41-15-4775BG 49-005-55221 Big George 1200 NENE 15-47-75 AWAO

Update Little Buffalo Fed 43-15-4775 49-005-58659 Big George-Wyodak 1602 NESE 15-47-75 AWAO- State 12-16-4775BG 49-005-54352 Big George 1160 SWNW 16-47-75 AWAO- State 12-16-4775W 49-005-52880 Wyodak 1423 SWNW 16-47-75 AWAO- State 14-16-4775BG 49-005-54353 Big George 1240 SWSW 16-47-75 AWAO- State 14-16-4775W 49-005-52881 Wyodak 1485 SWSW 16-47-75 AWAO- State 21-16-4775BG 49-005-52883 Big George 1208 NENW 16-47-75 AWAO- State 21-16-4775W 49-005-52882 Wyodak 1480 NENW 16-47-75 AWAO- State 23-16-4775BG 49-005-54744 Big George 1185 NESW 16-47-75 AWAO- State 23-16-4775W 49-005-52884 Wyodak 1397 NESW 16-47-75 AWAO- State 32-16-4775W 49-005-52885 Wyodak 1402 SWNE 16-47-75 AWAO- State 34-16-4775W 49-005-52886 Wyodak 1421 SWSE 16-47-75 AWAO- State 34-16-4775BG 49-005-54354 Big George 1185 SWSE 16-47-75 AWAO- State 41-16-4775W 49-005-52887 Wyodak 1486 NENE 16-47-75 AWAO- State 41-16-4775BG 49-005-53432 Big George 1235 NENE 16-47-75 AWAO- State 43-16-4775BG 49-005-54355 Big George 1200 NESE 16-47-75 AWAO- State 43-16-4775W 49-005-52888 Wyodak 1545 NESE 16-47-75 AWAO- Little Buffalo Fed 32-24-4775BG 49-005-57602 Big George 1191 SWNE 24-47-75 AWAO- Little Buffalo Fed 34-24-4775BG 49-005-57077 Big George 1131 SWSE 24-47-75 AWAO- R. Mankin Trust Fed 41-24-4775 49-005-60825 Big George-Wyodak 1176 NENE 24-47-75 AWAO- Mankin 43-24-4775 49-005-42444 Big George 1442 NESE 24-47-75 AWAO- Little Buffalo Fed 32-25-4775 49-005-60826 Big George-Wyodak 1138 SWNE 25-47-75 AWAO- Little Buffalo Fed 41-25-4775 49-005-60841 Big George-Wyodak 1089 NENE 25-47-75 AWAO- Little Buffalo Fed 43-25-4775 49-005-60827 Big George-Wyodak 1126 NESE 25-47-75 AWAO- Davis State 12-36-4775 49-005-59772 Big George-Wyodak 1436 SWNW 36-47-75 AWAO- Davis State 14-36-4775 49-005-59770 Big George-Wyodak 1349 SWSW 36-47-75 AWAO- Davis State 21-36-4775 49-005-59799 Big George-Wyodak 1495 NENW 36-47-75 AWAO- Davis State 23-36-4775 49-005-59797 Big George-Wyodak 1375 NESW 36-47-75 AWAO- Davis State 32-36-4775 49-005-59796 Big George-Wyodak 1470 SWNE 36-47-75 AWAO- Davis State 34-36-4775 49-005-59767 Big George-Wyodak 1410 SWSE 36-47-75 AWAO- Davis State 41-36-4775 49-005-59769 Big George-Wyodak 1460 NENE 36-47-75 AWAO- Davis State 43-36-4775 49-005-59768 Big George-Wyodak 1470 NESE 36-47-75 AWAO- Marquiss Fed 14-32-4875 Not Available Big George-Wyodak Not Available SWSW 32-48-75 AWAO- Nisselius Ranch Fed 12-34-4875 49-005-60828 Big George 1345 SWNW 34-48-75 AWAO- Federal 14-34-4875 49-005-60838 Big George 1419 SWSW 34-48-75 AWAO



June 2, 2015 Page 18 of 29


Depth


Township, Range)

Discharges to

Outfall #*



- Nisselius Ranch Fed 23-34-4875 49-005-60829 Big George 1327 NESW 34-48-75 AWAO- Nisselius Ranch Fed 32-34-4875 49-005-60832 Big George 1311 SWNE 34-48-75 AWAO- Nisselius Ranch Fed 34-34-4875 49-005-60830 Big George 1389 SWSE 34-48-75 AWAO- Nisselius Ranch Fed 43-34-4875 49-005-60831 Big George 1227 NESE 34-48-75 AWAO- Nisselius Ranch Fed 14-35-4875 49-005-60833 Big George 1260 SWSW 35-48-75 AWAO- Nisselius Ranch Fed 24-35-4875 49-005-60867 Big George 1150 NESW 35-48-75 AWAO- Nisselius Ranch Fed 34-35-4875 49-005-60834 Big George 1191 SWSE 35-48-75 AWAO- Nisselius Ranch Fed 43-35-4875 49-005-60835 Big George 1157 NESE 35-48-75 AWAO

Total Number of Wells: 178



June 2, 2015 Page 19 of 29

Qtr/Qtr

SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

Update From Johnnie 16.53 P2599S Not Available SWSE 18 47 74 44.044236 -105.799867

Update To ENL to Johnnie 30.06 P13960R Not Available SWSE 18 47 74 44.044236 -105.799867

Update From 19-1 12.5 P19262S Not Available NENW 19 47 74 44.038844 -105.803463

Update To P19-1-4774 12.5 P19262S Not Available NENW 19 47 74 44.038844 -105.803463

- Charlie 58.5 P6337R Not Available NWSW 19 47 74 44.032778 -105.805790

Update 5-1 16.74 P16344S Not Available SWNW 5 47 75 44.079162 -105.905685

Update 5-2 10.71 P16345S Not Available NENE 5 47 75 44.082600 -105.893167

Update T2 19.5 P19536S Not Available NWSE 5 47 75 44.077257 -105.899512

Update From 9-1 1.38 P16241S Not Available NENE 9 47 75 44.069612 -105.875308

Update To ENL of the 9-1 3.96 P19260S Not Available NENE 9 47 75 44.069612 -105.875308

Update 9-3 8.73 P16239S Not Available SWNW 9 47 75 44.064084 -105.889286

Update EX 9-2 (AKA 9-2) 5.2 P19535S Not Available SWNE 9 47 75 44.066303 -105.878381

Update T1 19.8 P19534S Not Available SWSE 9 47 75 44.058583 -105.878816

Update 10-1 18.01 P16238S Not Available NWNE 10 47 75 44.067611 -105.856333

- 10-2 2.57 P16237S Not Available SENW 10 47 75 44.064037 -105.861366

Update 11-1 3.81 P16420S Not Available NESW 11 47 75 44.061668 -105.842216

Update 14-2 17.46 P13732R Not Available SWNW 14 47 75 44.051327 -105.850258

Update North Beaver (AKA 14-1) 10.02 P13585R Not Available SENE 14 47 75 44.049420 -105.834153

Table 3 - Reservoir Information: WY0052221 - BBC Beaver Creek

Desired Changes

Reservoir Name

ReservoirStorageVolume

(acre/feet)

SEO Permit #

SEO Reservoir Requirements

Location Geographic Location*



June 2, 2015 Page 20 of 29

Qtr/Qtr

SecTwn(N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

Table 3 - Reservoir Information: WY0052221 - BBC Beaver Creek

Desired Changes

Reservoir Name

ReservoirStorageVolume

(acre/feet)

SEO Permit #

SEO Reservoir Requirements

Location Geographic Location*

Remove 22-1 0.46 Unknown Not Available NWNW 22 47 75 44.040240 -105.866350

Update EX 25-1 0.01 P19516S Not Available NWNW 25 47 75 44.024412 -105.826215

Remove Little Buffalo (AKA 26-1) 45.05 P11288R Not Available SENW 26 47 75 44.022818 -105.842302

- 36-1 35.23 P13292R Not Available NWNE 36 47 75 44.012336 -105.817502

*Geographic location for on-channel impoundments represents the approximate of Center of Dam - Center of Channel. Location for off-channel impoundments represents the approximate center of the impoundment.



June 2, 2015 Page 21 of 29

Desired Changes

Reservoir NameReservoir Bonding Authority

Reservoir Reclamation Volume* less

than 5000 cubic yards?

Reservoir Reclamation

Volume* between 5000

and 10,000 cubic yards

Reservoir Reclamation

Volume* greater than 10,000 cubic

yards

Reservoir constructed/ upgraded**

prior to September 1,

2005

Bond Currently

posted with bonding

authority?

Update From Johnnie BLM X Yes No

Update To ENL to Johnnie BLM X Yes No

Update From 19-1 BLM X Yes No

Update To P19-1-4774 BLM X Yes No

- Charlie WDEQ X Yes No

- 5-1 BLM X Yes Yes

- 5-2 BLM X Yes Yes

- T2 WDEQ X No No

Update From 9-1 BLM X Yes Yes

Update To ENL of the 9-1 BLM X Yes Yes

- 9-3 BLM X Yes Yes

-EX 9-2

(AKA 9-2)BLM X Yes Yes

- T1 BLM X No No

- 10-1 BLM X Yes Yes

- 10-2 BLM X Yes Yes

- 11-1 BLM X Yes Yes- 14-2 WDEQ X Yes No

-North Beaver (AKA 14-1)

BLM X Yes Yes

Remove 22-1 WDEQ X Yes NoUpdate Ex 25-1 WDEQ X No No

RemoveLittle Buffalo (AKA 26-1)

BLM X Yes Yes

- 36-1 WDEQ X Yes No

** Reservoir constructed/upgraded information relates to the September 2005 memo in which topsoil stockpiling is required for the new construction or the upgrade of an existing reservoir, as defined by embankment enlargement or spillway excavation. The installation of a drainpipe does not require topsoil stockpiling.

A Yes response in this column represents that the reservoir has been constructed prior to September 2005, or a reservoir constructed before September 2005 that needs an upgrade that does not require the stockpiling of topsoil, e.g., drainpipe installation.

A No response in this column represents that the reservoir is not constructed, the reservoir requires upgrades which will require topsoil stockpiling on site, or the reservoir was constructed after September 1, 2005.

Table 4 - Bonding Information: WY0052221 - BBC Beaver Creek

Please check only one "reservoir reclamation volume" box for each reservoir

* Reservoir Reclamation Volume is the volume of the reservoir embankment with topsoil. The reservoir may have been created by an embankment that is either a cross valley/draw fill or an excavation with the embankment on 3 or 4 sides. During reclamation, the embankment is usually placed in the location where earth was borrowed to create the embankment.

Please note that reservoir information is not required if reservoir containment is not part of the facility's water management plan - for instance, information about existing incidental downstream reservoirs is not required.



June 2, 2015 Page 22 of 29

Month

July 2014August 2014

September 2014October 2014

November 2014December 2014

WY0052221 BBC Beaver CreekFlow Data Table

*Average Maximum Total Facility Flow

*Maximum Total Facility Flow

*Total Daily Maximum Facility Flow(MGD)0.12140.11860.1168

0.1100

*Flows are based on actual discharge from outfalls 002, 005, 006, 008, 011, 012, 015, 016, 028, 029, 030, 031, 032, 033, 034 and 035 during the months of July through December of 2014.

0.11400.09790.0915

0.1214



June 2, 2015 Page 23 of 29

LABORATORY ANALYTICAL REPORT

Site Name: BBC_Beaver_Creek

Client Sample ID DP_WY0052221_034

Collection Date: 12/20/10 11:38

Matrix: Aqueous

Client: Bill Barrett Corporation

Lab ID: G10120685-001

Report Date: 01/14/11

Date Received: 12/20/10

Location: Sampled By: Paul McElvery

Samp FRQ/Type: IN_A_S2_M

Project: WYPDES

Tracking Number: 181293

Analyses Result Units Analysis Date / ByRL MethodQualifier Result Units

Prepared by Gillette, WY Branch

FIELD PARAMETERS

12/20/10 11:38 / ***umhos/cmConductivity, field FIELD767

12/20/10 11:38 / ***s.u.pH, field FIELD8.01

*** Performed by Sampler

MAJOR IONS, DISSOLVED

12/27/10 13:53 / japmg/LBicarbonate as HCO3 A2320 B8.09494 5 meq/L

12/23/10 19:48 / japmg/LChloride E300.00.249 1 meq/L

12/23/10 19:48 / japug/LFluoride E300.0754 100

12/23/10 19:48 / japmg/LSulfate E300.0<0.02ND 1 meq/L

12/27/10 15:06 / eli-bmg/LCalcium E200.70.5110 1 meq/L

12/27/10 15:06 / eli-bmg/LMagnesium E200.70.283 1 meq/L

12/27/10 15:06 / eli-bmg/LSodium E200.78.33192 1 meq/L

METALS, DISSOLVED

12/27/10 19:34 / eli-bug/LAluminum E200.8ND 50

12/27/10 19:34 / eli-bug/LCadmium E200.8ND 0.1

12/27/10 19:34 / eli-bug/LCopper E200.8ND 1

12/28/10 16:52 / eli-bug/LIron E200.753 30

12/27/10 19:34 / eli-bug/LLead E200.8ND 2

12/27/10 19:34 / eli-bug/LManganese E200.825 10

12/29/10 14:53 / eli-bug/LMercury E200.8ND 0.06

12/27/10 19:34 / eli-bug/LZinc E200.8ND 10

METALS, TOTAL RECOVERABLE

01/04/11 01:40 / eli-bug/LArsenic E200.8ND 0.5

12/28/10 17:52 / eli-bug/LBarium E200.8219 100

12/28/10 17:52 / eli-bug/LSelenium E200.8ND 5

NON-METALS

12/27/10 13:53 / japmg/LAlkalinity, Total as CaCO3 A2320 B422 5

01/04/11 15:06 / clbmg/LHardness as CaCO3 A2340 B39 10

01/04/11 15:06 / clbunitlessSodium Adsorption Ratio (SAR) Calculation13.3 0.1

12/22/10 18:59 / japmg/LSolids, Total Dissolved TDS @ 180 C A2540 C492 10

RADIONUCLIDES - TOTAL

01/12/11 11:06 / eli-cpCi/LRadium 226 E903.00.43

01/12/11 11:06 / eli-cpCi/LRadium 226 precision (±) E903.00.14

01/12/11 11:06 / eli-cpCi/LRadium 226 MDC E903.00.095

ReportDefinitions:

RL - Analyte reporting limit. MCL - Maximum contaminant level.

QCL - Quality control limit. ND - Not detected at the reporting limit.

MDC - Minimum detectable concentration



June 2, 2015 Page 24 of 29

WYPDES Permit WY0052221 - BBC Beaver Creek: Exceedance Summary TableTable Date: 5/11/2015

Permitted StationExceedingConstituent

Sample Date

Sample Result

Date Reported to

WDEQ

Compliance Attained

Y/NInformation Reported to WDEQ

7/1/2014 6.42 7/22/2014 NoDoes not reflect historical data. Submit next sample to confirm compliance.

8/18/2014 8.01

9/22/2014 8.16

6/12/2013 9.26 7/3/2013 NoDoes not reflect historical data. Submit next two consecutive samples to confirm compliance.

9/4/2013 8.70 9/18/2013 YesIn compliance. Will submit Q4 sample to confirm continued compliance.

10/24/2013 8.31 11/13/2013 Yes Fully addressed. Two consecutive samples in compliance.

Vanguard Operating, LLC

WY0052221_002 pH, field

WY0052221_005 pH, field

10/2/2014 Yes Fully addressed. Two consecutive samples in compliance.



June 2, 2015 Page 25 of 29

WY0052221-018 Constructed



June 2, 2015 Page 26 of 29

WY0052221-018 Deconstructed



June 2, 2015 Page 27 of 29

WY0052221-023 Constructed



June 2, 2015 Page 28 of 29

WY0052221-023 Deconstructed



June 2, 2015 Page 29 of 29

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Dead Horse Creek

Pumpkin Creek

Hood Draw

Culp Draw

Burger Draw

North Fork Pumpkin CreekWindmill Draw

Hoe Draw

Middle Prong Pumpkin Creek

N apier Rd

Schoonover Rd

Beaver Creek Rd / Iberlin Rd

State

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InterTech E&E, [email protected]

M:\Projects\Vanguard\BBC_Beaver_Creek\Projects\WY0052221_PR_20150528.mxd

BBC Beaver CreekWYPDES

Permit Renewal WY0052221

HUC 10 - 1009020205May 28, 2015

0 0.5 1Miles

Ü1:24,000

Explanationà Nearest Downstream Irrigator

ë On-Channel Impoundment, Existing

B Stream Monitor Station

%C 8 Monitoring Well

_ Outfall, Constructed

%K RQMS

%K WQMS

Ç* CBNG Well - Fed

Ç* CBNG Well - Fee

Ç* CBNG Well - State

County Road

Highway

Interstate

Railroad

for agency use only submit one hard copy and one electronic...

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