intertech environmental & engineering, llc a cbma inc....

InterTech Environmental & Engineering, LLC A CBMA Inc. Company

3821 Beech Street ● Laramie, WY 82070 ● Office: (307) 742-4991 ● Fax: (307) 745-1582

GROUNDWATER & SURFACE WATER HYDROLOGY WATER RESOURCE MANAGEMENT ENVIRONMENTAL PERMITTING & COMPLIANCE

INTERTECH E&E ADDITIONAL OFFICES:

345 Sinclair Street Gillette, WY 82718

307.686.6664

500 W. Lott Street Buffalo, WY 82834

307.684.0252

743 Horizon Court, Suite 110 Grand Junction, CO 81506

970.263.8679

999 18th Street, Suite 3000 Denver, CO 80202

303.357.4889

June 8, 2009 Ms. Becky Peters Wyoming Department of Environmental Quality Water Quality Division 122 W. 25th Street, Herschler Bldg. 4-W Cheyenne, Wyoming 82002 RE: Renewal to Pumpkin Butte Ranch - WYPDES Permit WY0051608 Lance Oil & Gas Company, Inc., an Anadarko Petroleum Company Dear Ms. Peters: Please approve the enclosed renewal. Included are the following:

• WYPDES Permit Renewal Application for CBNG Water Discharge • Tables 1A & 1B: Outfall Information • Table 2: Well Information • Table 3: Reservoir Information • Historic Flow Table • Compliance Evaluation and Exceedance Summary Table • Representative Water Quality Data • Permit Facility Map

Changes: With this renewal Lance Oil and Gas Company, Inc., an Anadarko Petroleum Company (Lance) would like to: remove unconstructed outfalls 005, 011, 012, and 014; remove the unconstructed containment pit associated with outfall 014; move outfalls 001 and 006 to as built locations; correct typo on the latitude on outfall 009, and update constituent requirements as outlined in the Compliance Evaluation letter. Initial Sample: Please refer to question 19 on the application for information on the lab analysis included with the renewal request. Flow: Lance has reviewed the flow and will continue to manage that flow within the current permitted amount of 1.94 MGD. If you have any permit related questions, please call me at 307-742-4991, or e-mail at [email protected]. Direct all correspondence to: Lance Oil & Gas Company, Inc., An Anadarko Petroleum Company Attention: Timothy S. Kalus 1400 E. Lincoln St. Gillette, WY 82716

mailto:[email protected]

June 8, 2009 Pumpkin Butte Ranch – WY0051608 - Renewal Cover Letter, of 2 Submitted by: InterTech E&E, LLC For: Lance Oil & Gas Company, Inc., an Anadarko Petroleum Company Sincerely, InterTech E&E, LLC Jason Driscoll Environmental Specialist /vr Enclosures: Renewal Application cc: Lance Oil & Gas Co., Inc., an Anadarko Petroleum Company – Gillette InterTech E&E, LLC - Files

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: 06-22-06 Revised form last updated: 9-03-08 PLEASE PRINT OR TYPE (Submission of illegible materials will result in return of the application to the applicant)

For Agency Use Only

Application Number WY00_______________

Date Received:

__________________

(mo/day/yr)

1. Check the box corresponding to the type of application being applied for:

New CBM permit

CBM permit renewal Permit number: WY0051608 Expiration Date: 01/31/2010 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 headwater reservoir situated within a class 4 channel and capable of containing all effluent plus up to a 50-year/24-hour storm event, provided that the discharge was permitted for 50-year/24-hour containment prior to June 24th, 2008.

Option 1B – Discharge is contained within a natural closed basin or playa lake (class 3A). For existing permits only, 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, provided that the discharge was permitted for 50-year/24 hour storm containment prior to June 24th, 2008. 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.

4. General Facility Location: Township(s) T44N Range(s) R74W & R75W

Immediate Receiving Stream(s): HUC 10-1012020101; Tributary to North Fourmile Creek, Camblin Creek, Tributary to Mud Spring Creek, Red Rock Creek, and Tributary to Edge Corner Draw all are tributaries to the Belle Fourche River.

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

Pumpkin Butte Ranch

Lance Oil & Gas Company, Inc.,an Anadarko Petroleum Company

WYPDES Permit WY0051608Renewal to Pumpkin Butte Ranch

HUC 10 - 1012020101June 8, 2009Page 1 of 21

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 Timothy S. Kalus

Consultant Contact Name Jason Driscoll

Company Name Lance Oil & Gas Company, Inc., an Anadarko Petroleum Company

Company Name InterTech Environment & Engineering, LLC - Laramie

Mailing Address 1400 E. Lincoln St.

Mailing Address 3821 Beech Street

City, State, and Zip Code Gillette, WY 82716

City, State, and Zip Code Laramie, WY 82070

Telephone Number (307) 670-6301

Telephone Number (307)-742-4991

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

Not applicable. Reservoirs are not pertinent to the water management for facilities in the Belle Fourche River Drainage.

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


*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…):

1. Remove unconstructed outfalls 005, 011, 012, and 014.



HUC 10 - 1012020101June 8, 2009Page 2 of 21

2. Remove the unconstructed containment pit associated with outfall 014. 3. Move outfalls 001 and 006 to as built locations. 4. Correct typo on latitude on outfall 009. 5. Raise the total recoverable arsenic limit in accordance with the antidegredation policy and

Chapter 1 standard. 6. Replace total recoverable aluminum with dissolved aluminum requirements. 7. Remove limit requirements for total dissolved solids.

*NOTE: Major modification applications requesting to increase the permitted flow for a facility will be processed as RENEWALS. Major modification applications for permits within six months of their expiration date will also be processed as RENEWALS.

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 Name Camblin Family Trust

Landowner Name Michael M. & Janet S. Jordon

Mailing Address 4248 State Hwy 50

Mailing Address 497 Black and Yellow Road

City, State, and Zip Code Gillette, WY 82718-9265


Landowner Name Timothy M. & Dalene E. Moore

Landowner Name Pumpkin Butte Ranch, LCC

Mailing Address 320 Moor Road Unit A

Mailing Address P.O. Box 2222

City, State, and Zip Code Gillette, WY 82718-9259


Landowner Name Office of State Lands & Investments

Lessee State Land S36 – T44N – R75W Pumpkin Butte Ranch, LCC

Mailing Address 122 W 25th Street

Mailing Address P.O. Box 2222

City, State, and Zip Code Cheyenne, WY 82001-3004


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

The current average six month flow from 40 wells at this facility is 0.06 MGD. Lance anticipates the flow will increase as wells are drilled and brought on line. The current permitted flow allows for that increase; Lance requests that the flow remain at the current permitted flow of 1.94 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



HUC 10 - 1012020101June 8, 2009Page 3 of 21

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…”:


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 applicable. Ponds are not pertinent to the water management strategy of this facility. d. Reservoirs – Not applicable. Reservoirs in the drainage are incidental and are not pertinent to the

water management of this facility. e. Stock tanks – Not applicable. If stock tanks are present they are incidental and merely a convenience to

the landowners ranch operation; the actual outfall will be at the end of the overflow piping and treatment path.

f. Discharge points (outfalls) g. Immediate receiving streams h. Water quality monitoring stations – Not applicable. Water quality monitoring stations are not required

in the Belle Fourche River Drainage. i. Irrigation monitoring points – Not applicable. Irrigation monitoring points are no longer required in the

Belle Fourche River Drainage. j. Location of nearest downstream irrigator. – Not applicable in the Belle Fourche River drainage. Effluent

limits, protective of irrigation, are met at the end-of-pipe. 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. – Not applicable. There are no off-channel pits associated with the water management for 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.

– Reservoirs and playas in the drainage are incidental and are not pertinent to the water management of this facility.

All other requirements outlined in question 11 are included in the attached Facility Map.



HUC 10 - 1012020101June 8, 2009Page 4 of 21

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 will be discharged through a vertical, large diameter riser pipe and allowed to flow down the side of the corrugated pipe to dissipate energy. The discharged water will pass over rip-rap or scoria placed at a gentle slope prior to entering the receiving channel or 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.

The construction noted in the response to question 12 will aid in the oxidation of metals such as iron, and will in turn enhance the precipitation of metal oxides on the rip-rap or scoria.

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. Outfall locations were selected initially from a map review. The initial locations were selected considering pipeline locations, terrain (see question 12 above), and ease of access for monitoring. Land owner input was obtained to site the outfalls where they would be most useful to the land owner's ranching operation. The final locations of the outfalls were identified by field GPS using a Garmin GPS unit (potential accuracy of 60 meters or less).

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. See attached Tables 1A & 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. 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. 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



HUC 10 - 1012020101June 8, 2009Page 5 of 21

may be attached. Use the format provided. Information related to reservoirs is only required if the facility’s water management plan includes reservoir containment. Not applicable. Reservoirs are not pertinent to the water management of this facility.

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 the corresponding lab analyses for representative water quality. The sample dated 05/10/2007 is an initial sample from outfall WY0051608-010. The sample includes total recoverable aluminum instead of dissolved aluminum. The total recoverable aluminum in the sample is <50 µg/l. It is assumed that this sample would be below the dissolved aluminum limits as well. Radium 228 is not a requirement and is not included in this initial sample. Also, please note that the legal description for the outfall location does not correspond to the current location on tables 1A and 1B; the location on the lab analyses is the original proposed location, and the information included in the tables is the constructed outfall location.

Sample ID Sample Date QTR/QTR Sec TWP RNG Coal Seam

DP_WY0051608_010_TP 05/10/2007 NWSE 25 T44N R75W Big George

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.



HUC 10 - 1012020101June 8, 2009Page 6 of 21

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 μg/l Arsenic, Total Recoverable 1 μg/l Barium, Total Recoverable 100 μg/l Bicarbonate 10 mg/l Cadmium, Dissolved 5 μg/l Calcium, Dissolved 50 μg/l, report as mg/l Chlorides 5 mg/l Copper, Dissolved 10 μg/l Dissolved Solids, Total 5 mg/l Fluoride, Dissolved 100 µg/l Hardness, Total 10 mg/l as CaCO3

Iron, Dissolved 50 μg/l Lead, Dissolved 2 μg/l Magnesium, Dissolved 100 μg/l, report as mg/l Manganese, Dissolved 50 μg/l Mercury, Dissolved 1 μg/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 μg/l Sodium Adsorption Ratio Calculated as unadjusted ratio Sodium, Dissolved 100 μg/l, report as mg/l Specific Conductance 5 micromhos/cm Sulfates 10 mg/l Zinc, Dissolved 50 μg/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: 1,515 GPD/well average flow for six month period is the actual flow from 40 producing wells. Rational: Lance has reviewed the permitted flow for this facility and requests that the flow remain at 1.94

MGD. 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?

Not applicable. This is an existing facility.

YES NO



HUC 10 - 1012020101June 8, 2009Page 7 of 21

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?

Dissolved iron (Fe) Sodium adsorption ration (SAR) Specific conductance (EC)

b. Has the exceedance been addressed?

Yes

c. Describe how the exceedance was addressed.

Please refer to the Compliance Evaluation and Exceedance Summary Table that outlines the exceedances and the methods for addressing these exceedances.

23. Is there active irrigation in the drainage downstream of the discharge? (Please note that this response includes

both artificially and naturally irrigated bottomlands as defined in the Draft Agricultural Use Protection Policy for the interpretation and implementation of Chapter 1, Section 20 of the Wyoming Water Quality Rules and Regulations ).

YES NO

Not applicable within the Belle Fourche River watershed. Effluent limits, protective of irrigation, will be met at the end of pipe.

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

1. Location(s) of irrigation diversions and/or sub-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.

Not applicable within the Belle Fourche River watershed. Effluent limits, protective of irrigation, will be met at the end of pipe.



HUC 10 - 1012020101June 8, 2009Page 8 of 21

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.

1. Please refer to table 2 for API numbers associated with this permit.



HUC 10 - 1012020101June 8, 2009Page 9 of 21

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 County

ReservoirName and

Type

Move From 001 Tributary to North Fourmile Creek Belle Fourche River 16.08 SWSE 27 44 75 43.752325 -105.853394 Campbell -

Move To 001 Tributary to North Fourmile Creek Belle Fourche River 16.08 SWSE 27 44 75 43.752271 -105.854522 Campbell -

- 002 Camblin Creek Belle Fourche River 29.77 SWSE 33 44 75 43.740143 -105.873126 Campbell -

- 003 Tributary to North Fourmile Creek Belle Fourche River 15.26 NENW 36 44 75 43.747859 -105.817410 Campbell -

Remove 005 Four Mile Creek Belle Fourche River 9.30 SESW 33 44 74 43.738110 -105.757167 Campbell -

Move From 006 Tributary to Mud Spring Creek Belle Fourche River 18.14 SENE 23 44 75 43.776557 -105.826037 Campbell -

Move To 006 Tributary to Mud Spring Creek Belle Fourche River 18.14 SENE 23 44 75 43.777484 -105.827212 Campbell -

- 007 Camblin Creek Belle Fourche River 21.77 NWNW 27 44 75 43.766697 -105.862025 Campbell -

- 008 Tributary to North Fourmile Creek Belle Fourche River 10.98 SENW 19 44 74 43.773519 -105.798367 Campbell -Correct

latitude typo from

009 Red Rock Creek Belle Fourche River 23.16 SESW 28 44 75 44.754667 -105.878915 Campbell -

Correct latitude typo

to009 Red Rock Creek Belle Fourche River 23.16 SESW 28 44 75 43.754667 -105.878915 Campbell -

- 010 Tributary to Edge Corner Draw Belle Fourche River 12.49 SWNE 25 44 75 43.760572 -105.811065 Campbell -

Remove 011 Crazy Horse Draw Belle Fourche River 8.43 NESW 30 44 74 43.756068 -105.799348 Campbell -

Remove 012 Camblin Draw Belle Fourche River 8.35 SWSE 30 44 74 43.754898 -105.792338 Campbell -

- 013 Tributary to North Fourmile Creek Belle Fourche River 5.00 SWNW 27 44 74 43.759595 -105.742045 Campbell -Remove outfall &

remove pit014 Atlantic Draw Belle Fourche River - NESW 35 44 75 43.743357 -105.839027 Campbell Pit 22-35-4475

Table 1A: Outfall Information Changes - WY0051608 - Pumpkin Buttes Ranch



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Page 11 of 21

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 County

ReservoirName and

Type

001 Tributary to North Fourmile Creek Belle Fourche River 16.08 SWSE 27 44 75 43.752271 -105.854522 Campbell -

002 Camblin Creek Belle Fourche River 29.77 SWSE 33 44 75 43.740143 -105.873126 Campbell -

003 Tributary to North Fourmile Creek Belle Fourche River 15.26 NENW 36 44 75 43.747859 -105.817410 Campbell -

006 Tributary to Mud Spring Creek Belle Fourche River 18.14 SENE 23 44 75 43.777484 -105.827212 Campbell -

007 Camblin Creek Belle Fourche River 21.77 NWNW 27 44 75 43.766697 -105.862025 Campbell -

008 Tributary to North Fourmile Creek Belle Fourche River 10.98 SENW 19 44 74 43.773519 -105.798367 Campbell -


010 Tributary to Edge Corner Draw Belle Fourche River 12.49 SWNE 25 44 75 43.760572 -105.811065 Campbell -

013 Tributary to North Fourmile Creek Belle Fourche River 5.00 SWNW 27 44 74 43.759595 -105.742045 Campbell -

Table 1B: Outfall Information as Proposed - WY0051608 - Pumpkin Buttes Ranch



HUC 10 - 1012020101June 8, 2009

Page 12 of 21

Change Well Name API Number Coal SeamWell

Depth

Location (QQ, Section,

Township, Range)

Discharges to

Outfall #*

- Pumpkin Buttes Ranch 21-4-4375 49-005-53219 Big George 1749 NENW 4-43-75 AWAO- Pumpkin Buttes Ranch 32-4-4375 49-005-49218 Big George 1860 SWNE 4-43-75 AWAO- Pumpkin Buttes Ranch 41-4-4375 49-005-53218 Big George 1790 NENE 4-43-75 AWAO- Ruby Fed 14-17-4474 49-005-59381 Big George 1419 SWSW 17-44-74 AWAO- Savageton Fed 12-19-4474BG 49-005-56914 Big George 1232 SWNW 19-44-74 AWAO- Pumpkin Buttes Ranch 21-19-4474BG 49-005-56915 Big George 1203 NENW 19-44-74 AWAO- Pumpkin Buttes Ranch 32-19-4474BG 49-005-56916 Big George 1193 SWNE 19-44-74 AWAO- Pumpkin Buttes Ranch 41-19-4474BG 49-005-56917 Big George 1112 NENE 19-44-74 AWAO- Ruby Fed 12-20-4474 49-005-59382 Big George 1456 SWNW 20-44-74 AWAO- Ruby Fed 21-20-4474 49-005-59383 Big George 1442 NENW 20-44-74 AWAO- Ruby Fed 32-20-4474 49-005-59384 Big George 1415 SWNE 20-44-74 AWAO- Ruby Fed 41-20-4474 49-005-59391 Big George 1426 NENE 20-44-74 AWAO- Moore 12-27-4474 49-005-57332 Big George 1002 SWNW 27-44-74 AWAO- Moore 14-27-4474 49-005-57333 Big George 1062 SWSW 27-44-74 AWAO- Moore 21-27-4474 49-005-57334 Big George 975 NENW 27-44-74 AWAO- Moore 23-27-4474 49-005-57355 Big George 1014 NESW 27-44-74 AWAO- Hartzog Fed 34-30-4474BG 49-005-53078 Big George 1211 SWSE 30-44-74 AWAO- Hartzog Federal 43-30-4474BG 49-005-53077 Big George 1174 NESE 30-44-74 AWAO- Savageton Fed 23-13-4475BG 49-005-56920 Big George 1141 NESW 13-44-75 AWAO- T-Chair Ranch 43-18-4475 49-005-50246 Big George 1610 NESE 18-44-75 AWAO- Savageton Fed 12-22-4475BG 49-005-53808 Big George 1580 SWNW 22-44-75 AWAO- Jordan 14-22-4475 49-005-55528 Big George 1490 SWSW 22-44-75 AWAO- Savageton Fed 21-22-4475BG 49-005-53809 Big George 1501 NENW 22-44-75 AWAO- Savageton Fed 32-22-4475BG 49-005-53810 Big George 1455 SWNE 22-44-75 AWAO- Savageton Fed 41-22-4475BG 49-005-53812 Big George 1321 NENE 22-44-75 AWAO- Hartzog Fed 43-23-4475BG 49-005-53090 Big George 1241 NESE 23-44-75 AWAO- Savageton Fed 41-24-4475 49-005-53813 Big George 1467 NENE 24-44-75 AWAO- Camblin 12-25-4475BG 49-005-56979 Big George 1166 SWNW 25-44-75 AWAO- Camblin 21-25-4475BG 49-005-56978 Big George 1299 NENW 25-44-75 AWAO- Camblin 32-25-4475BG 49-005-56977 Big George 1270 SWNE 25-44-75 AWAO- Savageton Fed 34-25-4475 49-005-53811 Big George 1646 SWSE 25-44-75 AWAO- Camblin 41-25-4475BG 49-005-56976 Big George 1220 NENE 25-44-75 AWAO- Savageton Fed 43-25-4475BG 49-005-53816 Big George 1600 NESE 25-44-75 AWAO- Vanbuggenum Fed 14-26-4475BG 49-005-54791 Big George 1699 SWSW 26-44-75 AWAO- Pumpkin Buttes 12-27-4475 49-005-52771 Big George 1553 SWNW 27-44-75 AWAO- Pumpkin Buttes 14-27-4475 49-005-52772 Big George 1568 SWSW 27-44-75 AWAO- Jordan 21-27-4475 49-005-52773 Big George 1507 NENW 27-44-75 AWAO- Pumpkin Buttes Ranch 23-27-4475 49-005-49215 Big George 1510 NESW 27-44-75 AWAO- Pumpkin Buttes 32-27-4475 49-005-52774 Big George 1564 SWNE 27-44-75 AWAO- Pumpkin Buttes 34-27-4475 49-005-52775 Big George 1512 SWSE 27-44-75 AWAO- Pumpkin Buttes Fed 41-27-4475BG 49-005-53807 Big George 1451 NENE 27-44-75 AWAO- Pumpkin Buttes 43-27-4475 49-005-52776 Big George 1451 NESE 27-44-75 AWAO- Pumpkin Buttes Fed 14-28-4475BG 49-005-52752 Big George 1742 SWSW 28-44-75 AWAO- Pumpkin Buttes Fed 23-28-4475 49-005-52753 Big George 1744 NESW 28-44-75 AWAO- Pumpkin Buttes Fed 34-28-4475 49-005-52754 Big George 1730 SWSE 28-44-75 AWAO

Table 2 - Well Information: WY0051608 - Pumpkin Buttes Ranch

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



HUC 10 - 1012020101June 8, 2009

Page 13 of 21

Change Well Name API Number Coal SeamWell

Depth

Location (QQ, Section,

Township, Range)

Discharges to

Outfall #*

Table 2 - Well Information: WY0051608 - Pumpkin Buttes Ranch

*AWAO - All wells are permitted to discharge to all outfalls- Pumpkin Buttes Fed 43-28-4475 49-005-52755 Big George 1660 NESE 28-44-75 AWAO- Camblin 14-33-4475 49-005-53158 Big George 1857 SWSW 33-44-75 AWAO- Pumpkin Buttes Fed 23-33-4475BG 49-005-52756 Big George 2032 NESW 33-44-75 AWAO- Pumpkin Buttes Ranch 34-33-4475 49-005-49217 Big George 1705 SWSE 33-44-75 AWAO- Pumpkin Buttes Fed 43-33-4475BG 49-005-52757 Big George 1938 NESE 33-44-75 AWAO- Pumpkin Buttes Fed 12-34-4475BG 49-005-52758 Big George 1924 SWNW 34-44-75 AWAO- Pumpkin Buttes Ranch 14-34-4475 49-005-51096 Big George 1621 SWSW 34-44-75 AWAO- Pumpkin Buttes Ranch 21-34-4475 49-005-49216 Big George 1575 NENW 34-44-75 AWAO- Lukes Trust 23-34-4475 49-005-52921 Big George 1556 NESW 34-44-75 AWAO- Lukes Trust 32-34-4475 49-005-55093 Big George 1517 SWNE 34-44-75 AWAO- Lukes 34-34-4475 49-005-53159 Big George 1503 SWSE 34-44-75 AWAO- Pumpkin Buttes Ranch 41-34-4475BG 49-005-55142 Big George 1415 NENE 34-44-75 AWAO- Lukes 43-34-4475BG 49-005-54560 Big George 1430 NESE 34-44-75 AWAO- Savageton Fed 12-35-4475BG 49-005-56619 Big George 1735 SWNW 35-44-75 AWAO- Van Buggenum Fed 14-35-4475BG 49-005-51777 Big George 1736 SWSW 35-44-75 AWAO- Savageton Fed 21-35-4475 49-005-56618 Big George 1771 NENW 35-44-75 AWAO- Van Buggenum 23-35-4475BG 49-005-51778 Big George 1440 NESW 35-44-75 AWAO- Van Buggenum 24-35-4475BG 49-005-55350 Big George 1440 SESW 35-44-75 AWAO- Van Buggenum 34-35-4475 49-005-51097 Big George 1415 SWSE 35-44-75 AWAO

Total Number of Wells: 64



HUC 10 - 1012020101June 8, 2009

Page 14 of 21

Qtr/Qtr Sec

Twn (N)

Rng(W)

NAD 83Latitude

NAD 83Longitude

Remove Pit 22-35-4475 Off-Channel Impoundment 33.2 - Not Available SENW 35 44 75 43.743297 -105.840161Water Facility Type

Table 3 - Reservoir Information: WY0051608 - Pumpkin Buttes Ranch

*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.

Change Reservoir Name

ReservoirStorageVolume

(acre/feet)

SEO Permit

#SEO Reservoir Requirements

Location Geographic Location*



HUC 10 - 1012020101June 8, 2009

Page 15 of 21

0.030364

1.9400

Outfall # July 2008 thru December 2008Average Outfall

Flow, MGD001 0.0146002 0.0146003 Not Constructed005 Not Constructed006 0.0146007 Not Constructed008 0.0022009 Not Constructed010 0.0146011 Not Constructed012 Not Constructed013 Not Constructed014 Not Constructed

Current Average Flow 0.0606

Average Flow GPD/well* 1,515

Number of wells removed 0Total wells after renewal 64

*Average Monthly Flow (gpd/well) was found by dividing the current average outfall flow by the total number of wells (40) contributing flow for this facility.

Permitted Number of WellsTotal Permitted Flow (MGD)

Permitted Flow (MGD) Per Well/Day

Historical Flow: WY0051608 - Pumpkin Butte Ranch



HUC 10 - 1012020101June 8, 2009

Page 16 of 21



HUC 10 - 1012020101June 8, 2009

Page 17 of 21

Lance Oil & Gas Company, Inc., an Anadarko Petroleum CompanyWYPDES Permit WY0051608, Pumpkin Buttes Ranch: Exceedance Summary TableTable Date: 5/12/2009

Permitted StationExceeding

Constituent Sample Date Sample Result

Date Reported to

WDEQ

Compliance Attained

Y/N Information Reported to WDEQ

7/6/2006 2150 µmhos/cm No

8/4/2006 1900 µmhos/cm Yes

9/27/2006 1930 µmhos/cm 10/9/2006 YesThis outfall continues to maintain compliance. Therefore, unless otherwise notified by WDEQ, LOG will consider this issue resolved. Formerly WYG420058-001.

6/11/2007 2080 µmhos/cm 7/6/2007 No

Re-sample twice. If either re-sample results confirms exceedance, the notification will include a mitigation plan and compliance schedule. If the additional data indicate compliance, results from the next sample taken during routine monitoring will be us

7/9/2007 1850 µmhos/cm 7/23/2007 Yes Collect two additional samples to verify continued compliance.

8/6/2007 1950 µmhos/cm9/14/2007 1750 µmhos/cm4/7/2008 2150 µmhos/cm4/7/2008 2140 µmhos/cm

5/5/2008 1960 µmhos/cm 5/29/2008 YesAddressed. In compliance. Report two additional monthly samples to verify continued compliance. Formerly WYG420058001.

6/4/2008 1740 µmhos/cm 6/25/2008 YesAddressed. In compliance. Report one additional monthly sample to verify continued compliance. Formerly WYG420058-001.

6/18/2008 1920 µmhos/cm 7/18/2008 Yes Fully addressed. Three consecutive samples in compliance. Formerly WYG420058-001.

12/14/2004 12.5 unitless 1/20/2005 No Resample to confirm. Formerly WYG420058-001.12/14/2004 12.5 unitless 1/24/2005 No Submit Modification. Formerly WYG420058-001.7/20/2005 12.3 unitless 8/24/2005 No Hold for WDEQ decision. Formerly WYG420058-001.8/25/2005 12.5 unitless 9/27/2005 No Hold for WDEQ decision. Formerly WYG420058-001.9/22/2005 12.3 unitless 10/11/2005 No Hold for WDEQ decision. Formerly WYG420058-001.4/28/2006 13.2 unitless5/11/2006 12.8 unitless6/12/2006 12.7 unitless 6/26/2006 No Submit Modification. Formerly WYG420058-001.6/29/2006 11.4 unitless7/6/2006 10.9 unitless8/4/2006 11.3 unitless

9/27/2006 11.2 unitless 10/9/2006 No

A modification was submitted on 3/13/2006 that requested the higher limits currently being reviewed for the Belle Fourche watershed. If higher limits are not approved, an additional plan of action will be submitted to WDEQ. Formerly WYG420058-001.

9/27/2006 11.2 unitless 12/20/2006 Yes Modification signed 12/4/2006 raises limit. Outfall now in compliance. Complete. Formerly WYG420058-001.

1/30/2004 466 µg/L 2/27/2004 No Resample to confirm. Formerly WYG420058-002.2/20/2004 79 µg/L3/11/2004 38 µg/L4/6/2004 192 µg/L

12/14/2004 6060 µg/L 1/20/2005 No Resample to confirm. Formerly WYG420058-002.

12/14/2004 6060 µg/L 1/24/2005 No Construct passive treatment pathway. Formerly WYG420058-002.

4/25/2005 414 µg/L 5/12/2005 Yes Complete. Formerly WYG420058-002.

8/29/2006

Exceedance attributed to 6 new well turn-ons. August results indicate wells have flushed and that outfall is now in compliance. LOG will submit September irrigation samples to WDEQ to verify continued compliance. Formerly WYG420058-001.

ECWY0051608_001

10/10/2007 Yes

5/8/2008

Complete. Both re-samples in compliance. Formerly WYG420058-001.

8/29/2006 No Submit Modification. Formerly WYG420058-001.

No


Sample wells associated with outfall. Formerly WYG420058-001.

SARWY0051608_001

Yes Complete. Formerly WYG420058-002.

WY0051608_002

4/27/2004

Fe, dissolved



HUC 10 - 1012020101June 8, 2009

Page 18 of 21

Lance Oil & Gas Company, Inc., an Anadarko Petroleum CompanyWYPDES Permit WY0051608, Pumpkin Buttes Ranch: Exceedance Summary TableTable Date: 5/12/2009

Permitted StationExceeding

Constituent Sample Date Sample Result

Date Reported to

WDEQ

Compliance Attained

Y/N Information Reported to WDEQ9/22/2004 10.5 unitless 10/26/2004 No Resample to confirm. Formerly WYG420058-002.10/26/2004 10.8 unitless 12/10/2004 No Hold for WDEQ decision. Formerly WYG420058-002.12/14/2004 10.7 unitless 1/20/2005 No Hold for WDEQ decision. Formerly WYG420058-002.12/14/2004 10.7 unitless 1/24/2005 No Hold for WDEQ decision. Formerly WYG420058-002.4/25/2005 11.3 unitless 5/12/2005 No Hold for WDEQ decision. Formerly WYG420058-002.5/27/2005 11.3 unitless 7/6/2005 No Hold for WDEQ decision. Formerly WYG420058-002.4/28/2006 11.7 unitless5/11/2006 11.8 unitless6/29/2006 11.1 unitless7/6/2006 11.1 unitless8/4/2006 11 unitless

9/27/2006 11.1 unitless 10/9/2006 No

A modification was submitted on 3/13/2006 that requested the higher limits currently being reviewed for the Belle Fourche watershed. If higher limits are not approved, an additional plan of action will be submitted to WDEQ. Formerly WYG420058-002.

9/27/2006 11.1 unitless 12/20/2006 Yes Modification signed 12/4/2006 raises limit to 14. Outfall now in compliance. Complete. Formerly WYG420058-002.

4/16/2007 1870 µg/L 5/8/2007 No Resample twice to confirm. Use third sample taken during routine monitoring to fully resolve.

6/11/2007 1530 µg/L 7/6/2007 No Construct passive treatment pathway.2/12/2008 59 µg/L 3/4/2008 Yes Resample to confirm continued compliance.

3/12/2008 51 µg/L 5/8/2008 Yes Addressed. Both re-samples in compliance. Client considers fully addressed.

4/16/2007 2560 µmhos/cm 5/8/2007 No Resample twice to confirm. Use third sample taken during routine monitoring to fully resolve.

5/10/2007 2360 µmhos/cm 6/13/2007 No

Investigate the potential source of the exceedance by sampling wells associated with this outfall. Weather permitting, we anticipate the investigation to be completed within the next few weeks. Results will be forwarded to WDEQ along with an additional

6/11/2007 2330 µmhos/cm 7/6/2007 NoInvestigate the potential source of the exceedance by sampling wells associated with this outfall. Constructing passive treatment pathway for iron.

7/9/2007 2420 µmhos/cm 7/23/2007 NoConstructing passive treatment pathway for iron and dissolved solids. LOG will also continue investigating source of EC exceedance by sampling wells associated with outfall.

8/6/2007 2460 µmhos/cm

9/14/2007 2450 µmhos/cm

2/12/2008 2330 µmhos/cm

3/12/2008 2310 µmhos/cm

4/7/2008 2330 µmhos/cm

6/4/2008 1700 µmhos/cm 6/25/2008 Yes Addressed. In compliance. Report two additional monthly samples to verify continued compliance.

7/21/2008 1970 µmhos/cm8/13/2008 1890 µmhos/cm4/7/2009 2060 µmhos/cm

4/7/2009 2040 µmhos/cm

5/6/2009 1980 µmhos/cm 5/12/2009 YesWellhead samples identified a well yielding high EC water; that well was shut-in. Subsequent sample yielded a compliant result.

2/5/2009 1260 µg/L 2/24/2009 No Does not reflect historical data. Resample twice in next 3 months to confirm.No flow: 4/7/09, 5/1/09, 5/6/09.

WY0051608_006 EC

5/12/2009 No

5/8/2008 No

WY0051608_006

NoSARWY0051608_002


8/29/2006 Submit Modification. Formerly WYG420058-002.

Fe, dissolved

Fe, dissolved

WY0051608_008

Tami H. measured EC at outfall and all contributing wells. One well returned 2350 umhos/cm; due to measurement, this outfallhas been shut-in. LOG will not discharge from outfall 006 without refurbishment or adding additional wells.

10/10/2007 NoConstructing passive treatment pathway for iron and dissolved solids. LOG will also continue investigating source of EC exceedance by sampling wells associated with outfall.

Wellhead samples identified a well yielding high EC water; that well was shut-in. Subsequent sample yielded a compliant result.

9/24/2008 Fully addressed. Three consecutive samples in compliance.Yes



HUC 10 - 1012020101June 8, 2009

Page 19 of 21

LABORATORY ANALYTICAL REPORT

Site Name: Pumpkin_Buttes_Ranch

Client Sample ID: DP_WY0051608_010_TPCollection Date: 05/10/07 15:00

Matrix: Aqueous

Client: Lance Oil and Gas

Lab ID: G07050397-004

Report Date: 05/23/07

Date Received: 05/11/07Location: NWSE_25_44N_75W Sampled By: Jacob ParkerSamp FRQ/Type: IN_A_S1_IR2

Project: WYPDES

Tracking Number: 499158

Revised Date: 05/04/09

ENERGY LABORATORIES, INC. * 400 W Boxelder Rd * Gillette, WY 82718-5315Toll Free 866.686.7175 * 307.686.7175 * FAX 307.682.4625 * [email protected]

Analyses Result Units Analysis Date / ByRL MethodQualifier Result Units

FIELD PARAMETERS05/10/07 15:00 / ***s.u.pH, field FIELD7.24

*** Performed by Sampler

MAJOR IONS, DISSOLVED05/13/07 14:01 / mlimg/LBicarbonate as HCO3 A2320 B18.81150 5 meq/L05/14/07 15:07 / mlimg/LChloride E300.00.207 1 meq/L05/14/07 15:07 / mlimg/LFluoride E300.00.051 1 meq/L05/14/07 15:07 / mlimg/LSulfate E300.00.031 1 meq/L05/17/07 04:00 / eli-bmg/LCalcium E200.72.3146 1 meq/L05/17/07 04:00 / eli-bmg/LMagnesium E200.71.3817 1 meq/L05/17/07 04:00 / eli-bmg/LSodium E200.714.5333 1 meq/L

METALS, DISSOLVED05/18/07 05:43 / eli-bug/LCadmium E200.8ND 0.105/18/07 05:43 / eli-bug/LCopper E200.81 105/17/07 04:00 / eli-bug/LIron E200.7454 3005/18/07 05:43 / eli-bug/LLead E200.8ND 205/17/07 04:00 / eli-bug/LManganese E200.741 1005/18/07 05:43 / eli-bug/LMercury E200.8ND 0.0605/17/07 04:00 / eli-bug/LZinc E200.7ND 10

METALS, TOTAL RECOVERABLE05/16/07 05:00 / eli-bug/LAluminum E200.8ND 5005/16/07 05:00 / eli-bug/LArsenic E200.80.8 0.105/16/07 05:00 / eli-bug/LBarium E200.81040 10005/16/07 05:00 / eli-bug/LSelenium E200.8ND 5

NON-METALS05/13/07 14:01 / mlimg/LAlkalinity, Total as CaCO3 A2320 B939 505/11/07 12:26 / slmumhos/cmConductivity @ 25 C A2510 B1600 105/18/07 14:18 / tlcmg/LHardness as CaCO3 A2340 B180 1005/18/07 14:19 / tlcunitlessSodium Adsorption Ratio (SAR) Calculation10.7 0.105/13/07 11:24 / mlimg/LSolids, Total Dissolved TDS @ 180 C A2540 C994 10

RADIONUCLIDES - TOTAL05/22/07 11:07 / eli-cpCi/LRadium 226 E903.0MND 0.2

ReportDefinitions:

RL - Analyte reporting limit. MCL - Maximum contaminant level.QCL - Quality control limit. ND - Not detected at the reporting limit.



HUC 10 - 1012020101June 8, 2009

Page 20 of 21

vreusser

Text Box

Big George

Ç*

Ç*

Ç*

Ç*

Ç*

Ç*

Ç*

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Ç*

Ç*

Ç*

Ç*

_

#°

_

#°

#°

#°

_

_

_

4

9

3

5

9

31 42 5

8

6

97 8

8 9

8

7

346 56 24

135

15

33

16

10

14

11

13

32

22

28

1211

3534

2321

2627

1716

22

36

15

28

20

14

29

2729

10

25

17

10

16 151815

30

32

24

13

21

31

19

16

1012

34

17

20

33

17

18

Moore 23-27-4474

Moore 21-27-4474

Moore 14-27-4474

Moore 12-27-4474

Lukes 34-34-4475

Jordan 14-22-4475

Jordan 21-27-4475

Lukes 43-34-4475BG

Camblin 14-33-4475

Ruby Fed 41-20-4474

Ruby Fed 32-20-4474

Ruby Fed 21-20-4474

Ruby Fed 12-20-4474

Ruby Fed 14-17-4474

Camblin 41-25-4475BG




Lukes Trust 32-34-4475

Lukes Trust 23-34-4475

Van Buggenum 34-35-4475

Savageton Fed 21-35-4475

Savageton Fed 41-24-4475

Hartzog Fed 34-30-4474BGSavageton Fed 34-25-4475

T-Chair Ranch 43-18-4475

Hartzog Fed 43-23-4475BG

Van Buggenum 24-35-4475BG

Van Buggenum 23-35-4475BG

Pumpkin Buttes 43-27-4475





Savageton Fed 12-35-4475BG








Vanbuggenum Fed 14-26-4475BG

Hartzog Federal 43-30-4474BG

Pumpkin Buttes Fed 23-28-4475



Van Buggenum Fed 14-35-4475BGPumpkin Buttes Ranch 21-4-4375 Pumpkin Buttes Ranch 41-4-4375

Pumpkin Buttes Ranch 32-4-4375

Pumpkin Buttes Fed 14-28-4475BG









Pumpkin Buttes Ranch 41-19-4474BG




010

008

001

013

009

007

006

003

002

Stat

e H

wy

50

Moore

Va n Bugg en

um Rd/Christensen Rd

427000

427000

428000

428000

429000

429000

430000

430000

431000

431000

432000

432000

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433000

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434000

435000

435000

436000

436000

437000

437000

438000

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_#°

_#°

#° #°_

__

Belle Fourche Riv

er

Mud Springs Creek

Four Mile Creek

Explanation:

_ Outfall - Constructed

#° Outfall - Not Constructed

Ç* CBM Well - Federal

Ç* CBM Well - Fee

County Road

Highway

0 0.25 0.5

Miles

1:24,000InterTech E&E, LLC

[email protected]:\LAR-GIS\Projects\Lance\Pumpkin_Buttes_

Ranch\Projects\WY0051608_PR_20090504.mxd

Pumpkin Buttes RanchWYPDES

Permit Renewal WY0051608

HUC 10 - 1012020101

May 4, 2009

R75W R74W

T44NT43N

R74W | R73W

T45NT44N

Belle Fourche River-Mud Spring CreekHUC - 1012020101Detail

Boundary

R75W | R74WR76W | R75W

T44NT43N

T43NT42N

Discharge

Point

(Outfalls) #

Immediate

Receiving

Stream

Mainstem

(closest

perennial

water)

Distance

to Closest

2AB

Channel &

Mainstem

(Miles) Qtr/Qtr Sec

Twn

(N)

Rng

(W)

NAD 83

Latitude

NAD 83

Longitude County

Reservoir

Name and

Type

001 Tributary to North Fourmile Creek Belle Fourche River 16.08 SWSE 27 44 75 43.752271 -105.854522 Campbell -

002 Camblin Creek Belle Fourche River 29.77 SWSE 33 44 75 43.740143 -105.873126 Campbell -

003 Tributary to North Fourmile Creek Belle Fourche River 15.26 NENW 36 44 75 43.747859 -105.817410 Campbell -

006 Tributary to Mud Spring Creek Belle Fourche River 18.14 SENE 23 44 75 43.777484 -105.827212 Campbell -

007 Camblin Creek Belle Fourche River 21.77 NWNW 27 44 75 43.766697 -105.862025 Campbell -

008 Tributary to North Fourmile Creek Belle Fourche River 10.98 SENW 19 44 74 43.773519 -105.798367 Campbell -


010 Tributary to Edge Corner Draw Belle Fourche River 12.49 SWNE 25 44 75 43.760572 -105.811065 Campbell -

013 Tributary to North Fourmile Creek Belle Fourche River 5.00 SWNW 27 44 74 43.759595 -105.742045 Campbell -

Table 1B: Outfall Information as Proposed - WY0051608 - Pumpkin Buttes Ranch

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