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Home My WebLink About20161776.tiffMEMORANDUM TO: Diana Aungst, Planning Services DATE: 4/11/16 FROM: Wayne Howard, P.E., Development Engineer SUBJECT: USR16-0009, 7N LLC The Weld County Department of Planning Services -Engineering has reviewed this proposal. Staff comments made during this phase of the application process may not be all-inclusive, as other issues may arise during the remaining application process. COMMENTS: General Project Information/Location: 24 Well site near SE Greeley This project is east of Cherry Ave. Parcel number 096115200014. Access: It is assumed that Lot B will receive permission to access onto Cherry from WC Public Works based upon use of Lot B O&G. If required to share access, then: Show and label a 30 ft. minimum joint access and utility easement to provide legal access and utilities to the parcel. Drainage Requirements: Please contact Department of Planning Services/Engineering Development Review for questions or assistance for drainage requirements at 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within an Urbanizing Drainage Area: A Drainage Variance request is required and shall be submitted for review and approval in conjunction with the Drainage Narrative. A drainage narrative is required and full drainage report and detention pond waived if the site qualifies for an exception to detention requirements listed below. The drainage narrative must include at the minimum: 1. Description which exception is being applied for and supporting rationale 2. Where the water originates if it flows onto the property from an offsite source 3. Where it flows to as it leaves the property 4. The direction of flow across the property 5. If there have been previous drainage problems with the property Exceptions. 1. Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. Exceptions shall be supported with a drainage narrative. a. No stormwater detention will be required for sites that meet any of the following conditions. Requirements of the Municipal Separate Storm Sewer System (MS4) areas remain applicable. 1) Use by Right or Accessory Use in the A (Agricultural) Zone District. 15) Approved by a variance. This site is located within the Municipal Separate Storm Sewer System (MS4) boundary. These areas are more urbanized or urbanizing with state mandated, higher water quality requirements. Projects that are within the MS4 area that disturb greater than or equal to 1 acre; or projects less than 1 acre that are part of a larger common plan of development or sale; require an approved water quality design. Questions pertaining to the MS4 requirements should be directed to the Public Works Department 970-304-6496. Grading Permit A Weld County Grading Permit will be required if disturbing more than 1 acre. Grading Permit applications are accepted after the planning process is complete (plan recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact a Engineering representative from the Planning Department for more information. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. Geologic Hazard Area: This area IS NOT in a Geologic Hazard Area. Floodplain: This area IS NOT in a FEMA regulatory floodplain. CONDITIONS OF APPROVAL: A. A Drainage Variance request is required and shall be submitted for review and approval in conjunction with the Drainage Narrative. The Variance Request form can be found at the following link http://www.co.weld.co.us/Departments/PlanningZoning/Engineering.html. (Department of Planning Services -Engineer) B. The plan shall be amended to delineate the following: 1. See access comment above - Show and label a 30ft minimum joint access and utility easement to provide legal access to the parcel on the plat. (Department of Planning Services -Engineer) 2. The applicant shall show and label the accepted drainage features and drainage flow arrows. Water quality features or stormwater ponds should be labeled as "Water Quality Feature/Stormwater Detention, No -Build or Storage Area" and shall include the calculated volume. (Department of Planning Services -Engineer) 3. Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property. Prior to Construction: A. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. (Department of Planning Services -Engineer) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 1. The historical flow patterns and runoff amounts on the site will be maintained. (Department of Planning Services -Engineer) 2. Weld County is not responsible for the maintenance of onsite drainage related features. (Department of Planning Services -Engineer) WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue, Greeley, CO 80631 www.weldhealth.org Memorandum To: Dianna Aungst From: Ben Frissell, Environmental Health Services Date: March 25, 2016 Re: USR16-0009 7N LLC. Oil and Gas Production Facility Environmental Health Services has reviewed this proposal for A Site Specific Development Plan and Use By Special Review Permit for oil or gas production facilities (24 wells, 18 oil tanks, 2 water tanks, 24 separators, 2 meter houses, 4 vapor recovery units, 8 emission control devices, and 2 vapor recovery towers) in the R-1 (Low Density Residential) Zone District. The application sates there will be no permanent employees located at the site once construction is complete. Portable toilet and bottled water are acceptable. We recommend that the following requirements be incorporated into the permit as development standards: 1. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S.) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S. 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. 4. Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality regulations. Health Administration Vital Records Tele: 970-304-6410 Fax: 970-304-6412 Public Health & Clinical Services Tele: 970-304-6420 Fax: 970-304-6416 Environmental Health Services Tele: 970-304-6415 lax: 970-304-641 1 Communication, Education & Planning Tele: 970-304-6470 Fax: 970-304-6452 Emergency Preparedness & Response Tele: 970-304-6470 Fax: 970-304-6452 Public Health 5. The facility shall adhere to the maximum permissible noise levels allowed in the Residential Zone as delineated in 25-12-103 C.R.S. 6. Adequate drinking, hand washing and toilet facilities shall be provided for employees, at all times. For employees or contractors on site for less than 2 consecutive hours a day, and 2 or less full time employees on site, portable toilets and bottled water are acceptable. Records of maintenance and proper disposal for portable toilets shall be retained on a quarterly basis and available for review by the Weld County Department of Public Health and Environment. Portable toilets shall be serviced by a cleaner licensed in Weld County and shall contain hand sanitizers. 7. Any stained or contaminated soils on the facility shall be removed and disposed of in accordance with applicable rules and regulations. All spills will be documented and records will be kept onsite for WCDPHE review upon request. All spills will be reported to local, state and federal agencies in accordance with all state and federal regulations. 8. All potentially hazardous chemicals must be handled in a safe manner in accordance with product labeling. All chemicals must be stored secure, on an impervious surface, and in accordance with manufacturer's recommendations. 9. Secondary containment shall be constructed around tanks to provide containment for the largest single tank and sufficient freeboard to contain precipitation. Secondary containment shall be sufficiently impervious to contain any spilled or released material. Secondary containment devices shall be inspected at regular intervals and maintained in good condition. All secondary containment will comply with the Colorado Oil and Gas Conservation (COGCC) Commission Rule 604 and/or the provisions of the State Underground and Above Ground Storage Tank Regulations. 10. The applicant shall acquire an Air Pollution Emission Notice (A.P.E.N.) and Emissions Permit Application from the Air Pollution Control Division, Colorado Department of Public Health and Environment, as applicable. 11.The applicant shall obtain a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment (CDPH&E), Water Quality Control Division, as applicable. 12.A Spill Prevention, Control and Countermeasure Plan, prepared in accordance with the applicable provisions of 40 CFR, Part 112, shall be available on site. 13. The operation shall comply with all applicable rules and regulations of State and Federal agencies and the Weld County Code. COLORADO Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 821 Denver, CO 80203 March 15, 2016 Diana Aungst Weld County Department of Building and Planning Services Transmitted via email: daungst@co.wetd.co.us RE: 7N LLC, c/o Extraction Oil £t Gas Case no. USR16-0009 S1/2 of the NW1/4, Sec. 15, T5N, R65W, 6th P.M. Water Division 1, Water District 2 Dear Ms. Aungst, This referral does not appear to qualify as a "subdivision" as defined in Section 30-28- 101(10)(a), C.R.S. Therefore, pursuant to the State Engineer's March 4, 2005 and March 11, 2011 memorandums to county planning directors, this office will only perform a cursory review of the referral information and provide informal comments. The comments do not address the physical adequacy of the water supply plan for this project or the ability of the water supply plan to satisfy any County regulations or requirements. In addition, the comments provided herein cannot be used to guarantee a viable water supply plan or infrastructure, the issuance of a well permit, or physical availability of water. The Applicant is seeking a site specific development plan and use by special review permit for oil or gas production facilities (24 wells, 18 oil tanks, 2 water tanks, 24 separators, 2 meter houses, 4 vapor recovery units, 8 emission control devices and 2 vapor recovery towers) in the R-1 (Low Density Residential) Zone District. According to the submitted information, the site will not require an on -site water source. During drilling and completion operations, modular large volume tanks will be temporarily installed on -site to store water. It is anticipated that these tanks will be filled from a local source through use of temporary above ground water lines. No trucking of water is anticipated. Additionally, all irrigation water to establish landscaping will be provided by a truck mounted water tank. No permanent irrigation lines will be installed. The proposal did not specify the source of the water that will be used at the site. Any water delivered to, and used at, the site must be legally available for such uses. 1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 F 303.866.3589 www.water.state.co.us 7N LLC, c/o Extraction Oil Et Gas March 15, 2016 Page 2 of 2 The application materials indicate that the proposed development will have detention ponds. The applicant should be aware that, unless the structure can meet the requirements of a "storm water detention and infiltration facility" as defined in section 37-92-602(8), Colorado Revised Statutes, the structure may be subject to administration by this office. The applicant should review DWR's Administrative Statement Regarding the Management of Storm Water Detention Facilities and Post-Wildland Fire Facilities in Colorado, attached, to ensure that the notification, construction and operation of the proposed structure meets statutory and administrative requirements. The applicant is encouraged to use Colorado Stormwater Detention and Infiltration Facility Notification Portal, located at https://maperture.digitaldataservices.com/gvh/?viewer=cswdif, to meet the notification requirements. If you, or the applicant, have any questions please contact me at 303-866-3581 x8265. Sincerely, .;pare/ Williams, P.E. Water Resource Engineer 1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 F 303.866.3589 www.water.state.co.us Weld County Referral March 14, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: 7N LLC, c/o Extraction Oil & Gas Case Number: USR16-0009 Please Reply By: April 11, 2016 Planner: Diana Aungst Project: A Site Specific Development Plan and Use By Special Review Permit for Oil or Gas Production Facilities (24 wells, 18 oil tanks, 2 water tanks, 24 separators, 2 meter houses, 4 vapor recovery units, 8 emission control devices, and 2 vapor recovery towers) in the R-1 (Low Density Residential) Zone District Location: East of and adjacent to Cherry Ave and approximately 100 feet north of E 24th Street Parcel Number: 096115200014-R3390886 Legal: 52NW4 SECTION 15, T5N, R65W PART LOTA REC EXEMPT RE -304 (LOT B of RECX16-0043) of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation, Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. Signature Agency Guy of Greeley Date 4/14/2016 Weld County Planning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-6100 ext.3540 (970) 304-6498 fax ('In H. Greel ey Project Name: WCR 10:16 (USR16-0009) Location: 2350 Cherry Avenue Reviewed By: Caleb Jackson Phone: (970) 350-9823 Department: Community Development / Planning Submittal: 3/16/2016 Submittal #: 1 Case #: WCR 10:16 Project Review Comments Date: 4/14/2016 All code sections are from the Greeley Development Code and from the City of Greeley Design Criteria and Construction Specifications, Volumes I, II, & III. Sections of the Code or Construction Specifications are shown in brackets as part of the review comments below. For additional information on the City Code or the Design Criteria, see the City of Greeley web site at the following location: Planning: baps.,/wuu.nuuaicode.coin, lMid iv,co/greelev/codes/munkip' l code Engineering: hltp:Ogreelev;=ov.<oin/services:/design-criteria-and-conslrrrcdon-spec ificadons General ❑ Advisory. The subject site is within the City of Greeley's Long Range Expected Growth Area. This is the range in which the community anticipates development occurring in the coming 20+ years. Recommendations are made to increase the compatibility of this development with the urbanization of this area and to avoid a non -conforming situation in the future. ❑ Advisory. It is recommended that the applicant propose to utilize Best Management Practices that are similar to those that were approved by the Greeley City Council for the Triple Creek site (USR 6:14). The City has found these to be effective mitigation tools in an urban/urbanizing setting. (See attached.) ❑ Advisory. It is recommended that the applicant host a neighborhood meeting prior to the public hearing with the Planning Commission to hear and address potential concerns about the proposal from nearby residents, school workers and parents, and interested community members. ❑ Advisory. It is expected that the City of Greeley's Parks, Trails, and Open Lands Master Plan, about to be adopted, will recommend a trail along the Greeley #3 Ditch. Please situate equipment so that a trail can be placed along the ditch and still maintain a setback of at least 150 feet from any equipment. Please also ensure that the Greeley #3 Ditch is a referral agency on this land use proposal. ❑ Advisory. It is recommended that the applicant work to compact their site layout to minimize the area affected by this use. Page I of 5 City -Recommended Development Standards ❑ Please ensure that the site can meet or exceed the standards, specifically regarding setbacks, necessary to obtain a 2A permit from the COGCC. Please request that the applicant provide the 2A submittal and the approved permit, as well as a map of the bottom -hole locations, to our office. ❑ Cherry Avenue is identified as an arterial roadway in Greeley's 2035 Transportation Master Plan. It is encouraged that all site improvements, including landscaping and fencing, be located outside of the required future right-of-way that is detailed in Engineering comments below to reduce the chance that future roadway improvements will affect the investment. As a major thoroughfare through the community, it is recommended that landscaping be installed adjacent to, but outside of, the future required right-of-way for Cherry Avenue to help establish an attractive streetscape. It is recommended that plantings be installed at the following rates: o Three shade trees per 100 linear feet o One evergreen tree per 100 linear feet o Three large shrubs (>8 feet tall at maturity) per 100 linear feet o Five medium shrubs (4-8 feet tall at maturity) per 100 linear feet ❑ A combination of solid fencing, berming, and landscaping should be provided on all sides to adequately screen and buffer this use from neighboring uses of different intensities. A solid fence and/or berm is recommended on all sides. Adjacent to the school and residences, the following is recommended for every 100 linear feet in a 30 -foot -wide buffer yard: o Five shade trees o Six ornamental trees or large shrubs (>8 feet tall at maturity) o Four evergreen trees o Thirty large shrubs (>8 feet tall at maturity) Adjacent to undeveloped property, the following is recommended for every 100 linear feet in a 15 -foot -wide buffer yard: o One shade tree o One ornamental tree or large shrub (>8 feet tall at maturity) o Five small shrubs (<4 feet tall at maturity) ❑ It is recommended that the applicant install permanent irrigation and a detailed plan for landscape maintenance. ❑ Fences or walls ideally should include variation in appearance at least every 50 feet. This can be achieved by constructing columns or offsetting the angle. Page 2 of 5 ❑ The applicant should provide consistent, detailed information about the number of wells and tanks proposed as well as the proposed tank height. Page 3 of 5 � COLORADO • � F � Division of Water Resources '" Department of Nahiral Rescurces' 1313 $herman Street, Rooin 821 Denver, CO 80203 March 15 , 2016 Diana Aungst Weld County Department of Building and Planning Services Transmitted via emait: daunQstC�co .wetd . co. us RE: 7N LLC , c /o Extraction Oil & Gas Case no. USR16-0009 51 / 2 of the NW1 /4, Sec. 15 , T5N , R65W, 6`h P.M. Water Division 1 , Water District 2 Dear Ms. Aungst, This referral does not appear to qualify as a "subdivision" as defined in Section 30-28- 101 ( 10) (a) , C . R. S. Therefore, pursuant to the State Engineer's March 4, 2005 and March 11 , 2011 memorandums to county planning directors, this office will only perform a cursory review of the referral information and provide informal comments. The comments do not address the physical adequacy of the water supply plan for this project or the ability of the water supply plan to satisfy any County regulations or requirements. In addition , the comments provided herein cannot be used to guarantee a viable water supply plan or infrastructure, the issuance of a well permit, or physical availability of water. The Applicant is seeking a site specific development plan and use by special review permit for oil or gas production facilities (24 wells, 18 oil tanks, 2 water tanks, 24 separators, 2 meter houses, 4 vapor recovery units, 8 emission control devices and 2 vapor recovery towers) in the R- 1 (Low Density Residential) Zone District. According to the submitted information , the site witl not require an on-site water source. During drilling and completion operations, modular large volume tanks will be temporarily installed on -site to store water. It is anticipated that these tanks will be filled from a local source through use of temporary above ground water lines. No trucking of water is anticipated . Additionally, all irrigation water to establish landscaping will be provided by a truck mounted water tank. No permanent irrigation lines witl be installed . The proposal did not specify the source of the water that witl be used at the site. Any water delivered to, and used at, the site must be legally available for such uses. 'q p.•, �:i-�'�C�At � � � , /�T� a`� ,�` `'�Oi 1313 Sherman Sireet, Room 827 , Denver, CO 80203 P 303.866.3581 F 303.866. 3589 www.waterstate.co.us II" r o� t �#� � , ti � �Chcy S� k , \�i ��7b � 7N LLC, c/o Extraction Oil Ft Gas March 15 , 2016 Page 2 of 2 The apptication materials indicate that the proposed development will have detention ponds. The applicant should be aware that, unless the structure can meet the requirements of a "storm water detention and infiltration facility" as defined in section 37-92-602 (8), Colorado Revised Statutes, the structure may be subject to administration by this office. The applicant should review DWR's Administrative Statement Regarding the Management of Storm Water Detention Facilities and Post- Wild(and Fire Facilities in Colorado, attached , to ensure that the notification , construction and operation of the proposed structure meets statutory and administrative requirements. The applicant is encouraged to use Coforado Stormwater Detention ond Infiltration Facility Notijication Porta(, located at https: / / maperture. diaitaldataservices. com / avh / ?viewer=cswdif, to meet the notification requirements. If you, or the applicant, have any questions please contact me at 303-866-3581 x8265 . Sincerely, � _ k:( � � �,�� ann� Williams, P. E. Water Resource Engineer 'q p.•, �:i-�'�C�At � � � , /�T� a`� ,�` `'�Oi 1313 Sherman Street, Room 821 , Demer, CO 80203 P 303.866.3587 F 303.866.3589 www.waterstate.co.us II" r o� t �#� � , ti � �Chcy S� k , \�i ��7b � .<;-� �--. r�..r,.,. m: ,�`�*. -r 'Subrtiit;by Email,:-„ ,�� Weld County Referral _�auNi� _i March 14, 2016 The Weld County Departmenl of Planning Services has received ihe following item for review: Applicant: 7N LLC, c/o Exiraclion Oil & Gas Case Number USR16-0009 Please Repty By: April 11 , 2016 Planner: Diana Aungst Project: A Site Specific Development Plan and Use By Special Review Permit for Oil or Gas Production FaciliUes (24 wells, 18 oil tanks, 2 water tanks, 24 separetors, 2 meter houses, 4 vapor recovery units, 8 emission control devices, and 2 vapor recovery towers) in the R-1 (Low Density Residential) Zone District Localion: East of and adjacenl to Cherry Ave and approximately 100 feet north of E 241h Sireet Parcel Number: 096115200014-R339D886 Legal: 52NW4 SECTION 15, T5N, R65W PART LOT A REC EXEMPT RE-304 (LOT B of RECX16-0043) of the 6th P.M., Weld Counry, Colorado. The applicalion is submitted to you for review and recommendalion. Any comments or recommendation you consider relevant to ihis request would be appreciated. Please reply by ihe above Iisted date so lhat we may give full consideration to your recommendation. Any response not received before or on lhis date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applicatlons under review during the review process. If you desire to examine or obtaln this additional information, please call the Departrnent of Planning Services. � We have raviewed the request and find that it does / does not compty witb our Comprehensive Plan because: We have reviewed the raquest and �nd no conflicfs with ourinterests. � SeeattachedleHer. Signature Dale 4��4/2016 Agency �'y °rc,�� Weld County Pianning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-G100 eN.3540 (970) 304-6498 faz , ;� „_ �� ProjectReview Comments �ate: 4i � 4izo � 6 G ��.�� Project Name: WCR 10 : 16 (USR16-0009) Location : 2350 Cherry Avenue Reviewed By: Caleb Jackson Phone: (970) 350-9823 Department: Corrununity Development / Plamiing Submittal: 3/16/2016 Submittal #: 1 Case #: WCR 10 : 16 All code sections are fi•om the Greeley Development Code and from t12e City of Greeley Design Criteria and Consb-uction Specifications, Volumes l, !1, & lII. Sections of the Code or Construction Specifica�tions m�e shoia�n in brackets as part of the i�eview comments below. F'or additional information on the City Code or the Design Criter-ia, see the City of Creeley web site at the f'ollowing location: Plc�nning: httvs://tiwiw�.�nunicode.com/librarv/co/greelev/codes/municiprzl code Engineering: htty:// rg eelevKov. com/seivices/desi�n-c �zteric�-and-consb-uction-s�ecifications General ❑ Advisory. The subject site is within the City of Greeley's Long Range Expected Growth Area. 7'his is the range in which the community anticipates development occurring in the coming 20+ years. Recommendations are made to increase the compatibility of this developinent with the urbanizatiou of this area aud to avoid a uon-confonning situation in the future. ❑ Advisory. It is recommeuded that the applicant propose to utilize Best Managetnent Practices that are similar to those that were approved by the Greeley City Council for the Triple Creek site (USR 6 : 14). The CiYy has foui�d these to be effective mitigation tools in an urbau/urbanizing setting. (See atWched.) ❑ Advisory. It is recommended that the applicant host a neighborhood meeting prior to the public hearing with the Planning Commission to hear and address potential concerns about the proposal from nearby residents, school workers and parents, and interested coinmunity members. ❑ Advisory. It is expected that the City of Greeley' s Parks, Trails, aud Open Lands Master Plan, about to be adopted, will recommend a trail along the Greeley #3 Ditch. Please situate equipmenY so that a Yrail can be placed along the ditch and sYill maintain a setback of at least I50 feet from any equipment. Please also ensure that the Greeley #3 Ditch is a referral agency on this land use proposal . ❑ Advisory. It is reco�nmended that the applicant work to compact their site layout to minimize the area affected by this use. Page 1 af 5 Citv-Recommended Development Standards ❑ Please ensure that the site can meet or exceed the standards, specifically regarding setbacks, necessary to obtain a 2A pemiit froin the COGCC. Please request that the applicant provide the 2A subinittal and the approved permit, as well as a map of the bottom-hole locations, to our office. ❑ Cherry Avenue is identified as an arterial roadway in Greeley's 2035 "I'ransportation Master Plan . It is encouraged that all site i�nprovements, including landscaping and fencing, be located outside of the required future right-of-way that is detailed in Engineering comments below to reduce the chance that future roadway improvements will affect the investment. As a major thoroughfare through the community, it is recommended that landscaping be installed adjacent to, but outside of, the future required right-of-way for Cherry Avenue to help establish an attractive streetscape. It is recoinmended that plantiugs be installed at the following rates: o Three shade trees per 100 linear feet o Oue evergreen tree per ] 00 liuear feet o Three large shrubs (>8 feet tall at maturity) per 100 linear feet o Five medium shrubs (4-8 feet tall at maturity) per 100 linear feet ❑ A combination of solid fencing, berming, and landscaping should be provided on all s�des to adequately screen and buffer this use from neighboric�g uses of different intensities. A solid fence and/or berni is recouunended on all sides. Adjacent to the school aud residences, the following is recommended for every 100 linear feet in a 30-foot-wide buffer yard: o Five shade trees o Six ornamental trees or large shrubs (>8 feet tall at maturity) o Four evergreen trees o Thirty large shrubs (>8 feet tall at maturity) Adjxcent to undeveloped property, the following is recommended for every 100 linear feet in a 15-foot-wide buffer yard : o One shade tree o One ornamental tree or ]arge shrub (>8 feet tall at maturity) o Five small shrubs (<4 feet tall at maturity) ❑ It is recommended that the applicant install permanent irrigation and a detailed plan for landscape maintenance. ❑ Fences or walls ideally should include variation in appearxnce at least every 50 feet. This can be achieved by constructing columns or offsetting the angle. Puge 2 af 5 ❑ The applicant should provide consistent, detailed information about the number of wells and tanks proposed as well as the proposed tank height. Page 3 of 5 , ;� „_ �� ProjectReview Comments �ate: 4i � 4izo � 6 G ��.�� Project Name: WCR 10 : 16 (USR16-0009) Location : 2350 Cherry Avenue Reviewed By: TJ Heupel, E.I. Phone: (970) 336-4175 Department: Corrununity Development / Engineering Submittal: 3/16/2016 Submittal #: 1 Case #: WCR 10 : 16 All code sections are fi•om the Greeley Development Code and from t12e City of Greeley Design Criteria and Consb-uction Specifications, Volumes l, !1, & lII. Sections of the Code or Construction Specifica�tions m�e shoia�n in brackets as part of the i�eview comments below. F'or additional information on the City Code or the Design Criter-ia, see the City of Creeley web site at the f'ollowing location: Plc�nning: httvs://tiwiw�.�nunicode.com/libra�-v/co/greelev/codes/municiprzl code Engineering: htty:// rg eelevKov. com/seivices/desi�n-c �zteric�-and-consb-uction-s�ecifications WCR ❑ City of Greeley's 2035 Comprehensive Transportation Plan indicates that Cherry Avenue will be a 2 lane minor arterial roadway requiring a 100 ' total public right of way (50 ' half right of way). Please eusure that the site map calls out the future east half of the right of way for Cherry Avenue and that all wellheads, production equipment and associated structures are set back a minimum of 150 feet or 1 Yz times the height of the derrick, whichever is greater, from the future right of way line. [Chupter 18. 56. 040. a. 1J Traftic ❑ The traffic memo states that water used for hydraulic fracturing will be obtained from a local source which will reduce the atnount of truck traffic during hydraulic fracturing. The City of Greeley does not have adequate water systems in the area to provide any water to the project. Will water be able to be supplied to the site by the Greeley #3 Ditch aloue? If not please revise the traffic ine�no accordingly. ❑ Portions of Cherry Avenue and 24`�' Street on the proposed truck route are withii� the CiYy of Greeley. During the drilling and completion phase, the amount of traffic ou these roads will substantially increase. As such it will be required that the operator enter into a road �naintenance agreement with the City of Greeley to utilize roads within the City. A draft of this agreement will be provided once completed by staf£ This agreement will specify tenns as to which the operator will be required to maintain or repair Cherry Avenue and 24`" Street due Yo increased traffic during the drilling and completion opei ations. Puge 4 af 5 Water ❑ The City of Greeley's current water infrastructure in the subject area is not sufficient to supply water for a fracturing operation. The City will not be able to provide Extraction with any water for the proposed drill site without improvements being made to the current water distribution system. If Extraction would like to discuss options for constructing improvements that would allow for water to be supplied to the proposed project from the City's distribution system, please contact TJ Heupel at tj.heupel@greeleygov.com. Fire ❑ Advisory. The subject development is in the Western Hills Fire Protection District. This district is a part of the Greeley Fire Department. For this reason the proposed development will have to meet City fire codes and standards. ❑ Access roads to tank batteries must meet the requirements set forth in IFC Section 503.2. An all-weather surface is required and the maximum grade of access road is 10%. The angle of approach and departure for any means of access shall not exceed 8 degrees. ❑ Access roads to tank batteries and wellheads must be a least 20' wide and have a minimum unobstructed overhead clearance of 13' 6". [Chapter 18.56.090] Page 5 of 5 E 0 � /� U \�! Y • N N � � U ` ' O N � � C QO � O � 3 U 3 � O � M n n � N � a � Q w � � � � � Oil & Gas � � � � � o � m � � � C � C Q rV � � � C N N N W > N O � J NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS GENERAL NOTES EXISTING UTILITIES SHOWN ON S H E ET I N D EX THIS DRAWING HAVE BEEN 1 . ALL OPERATIONS SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL LAWS INCLUDING PLOTTED FROM THE BEST APPLICABLE STANDARDS INCLU�ED IN 18.56 OIL & GAS OPERATIONS OF THE GREELEY AVAILABLE INFORMATION. IT IS DEVELOPMENT CODE. HOWEVERTHERESPONSIBILITY SHEET NUMBER SHEET TITLE OFTHECONTRACTORTOFIELD 2. OPERAl10NS SHALL FOLLOW lHE APPROVED BEST MANAGEMENT PRACTICES (BMPS) AS VERIFY THE LOCATION OF ALL OUTLINED IN THE CONDITIONS OF APPROVAL OF THE TRIPLE CREEK DIRECTIONAL R-� - . ' " ' ' ; � '': ' '` _ ��, / U7w7iES PRiOR 70 rHE PROJECT OIL AND GAS LOCAl10N ASSESSMENT (FORM 2A), COGCC LOCAl10N DOCUMENT 10TH ST � 01 COVER SHEET COMMENCEMENTOFANY NUMBER 40 0 51 8 45 6. . _ . . __ I-L . CONSTRUCTION ACTIVITIES. - - - 3. lHE OPERATIONAL SYSTEM MUST BE AUTOMAlED, TO ALLOW REMOlE SHUT IN, REMOTE / � � 0Z OVERALL SITE PLAN � MONITORING, AND OFF-SITE RESPONSE TO EMERGENCIES. k � � � � � R-ii � � - '� � �` � � � �� 03 SITE PLAN � � 4. lHE OPERATION MUST COMPLY WIlH THE CITY OF GREELEYS NOISE REGULATIONS, IN � "s m � � I ��/. � 5 rn ACCORDANCE WITH T1TLE 9, ARl1CLE II OF THE CITY OF GREELEYS MUNICIPAL CODE AS C H m � � s � , � IS CONSISTENT WITH THE RULES AND REGULATIONS OF THE COLORADO OIL AND GAS � �� /��/� � � ^ � � � � � � � H-A 04 D R I LLI N G P LAN � CONSERVATION COMMISSION (COGCC). � ! % �� wet � C'� c ��;i �� - -- - � � Know what's bel0W. 5. NOISE SUPPRESSION BEST PRACTICES DESIGNED TO MINIMIZE NOISE FROM lHE WELL SITE � — � ,� 0S COMPLETION PLAN CLIIIb�OYC SHALL BE Ul1LIZED, INCLUDING THE USE OF A lEMPORARY SOUND-RAlED ENGINEERED �t:H ! ,' �, cp � �R�=L y0U [Ilg. SOUND ATTENUAl10N WALL, TO CONFORM TO THE MAXIMUM PERMISSIBLE NOISE LEVELS , ' It r ' � � 06 P RO D U CTI O N P LA N cn�� a� t severvTv-rwo HouRs AS OUTLINED PER COGCC RULE 802 NOISE ABAlEMENT. i:-i i � � , ; , � - PRIOR TO DIGGING, GRADING OR v � EXCAVATING FOR THE MARKING OF ZONE 7: 00 AM TO NEXT 7: 00 PM 7: 00 PM TO NEXT 7: 00 AM � C � S/�eeP R-L UN�ERGROUND MEMBER UTILITIES RESIDENl1AL/ 55 DB(A) 50 DB(A) � �RA W AGRICULTURAL/ /// �- , � � q p RURAL ' —a COMMERCIAL 60 DB(A) 55 DB(A) I / - - R-L — E�_p Fronticr p p O O O LJGHT INDUSlRIAL 70 DB(A� 65 DB(A� qcadei»y F c� v v c� � nm s� � d O � � 0 INDUSlRIAL SO DB(A) 75 DB(A) � !, R-� > � � � � � '^ SITE I a : Universit} � Q � � ¢ vJ 6. lHE OPERATION MUST COMPLY WIlH THE CIN OF GREELEYS LIGHTING STANDARDS, IN ' t— _ v s`n°°i rz-� LENGEND wo � � � � Z ACCORDANCE WITH SECl10N 18.40.110 OF lHE DEVELOPMENT CODE AS IS CONSISTENT � -�� / � m - � � � ? m m � Q WITH THE RULES AND REGULATIONS OF THE COLORADO OIL AND GAS CONSERVATION a , R_i ; it-ii � ° _ ,� — — PROPERN LINE p � `� `� �' (n COMMISSION (COGCC). �' � � a �� s y - - - _ _ v — SECTION IJNE > > > > > 7. lHE OPERATION SHALL COMPLY WITH COLORADO OIL AND GAS CONSERVATION � m H-A � v `'� _: � � - - - - - - ADJACENT PROPTERY LINE � � � � � W COMMISSION (COGCC) RULE 803 LIGHTING. �, Q � _ ' -x x x x x- EXISTING FENCE � � g 19w�'� m ��-�, ��-�� . `" ' � � -�---�---�---�---�+----�-- EXISl1NG WAlERLINE a a � � 8. AT lHE T1ME OF INITIAL INSTALLATION, ALL PUMPS, PIT5, WELLHEADS AND PRODUCTION �._� w � o 0 0 FACILITIES MUST BE ADEQUATELY FENCED TO RESlRICT ACCESS BY UNAUlHDRIZE� R- P �; ��I n—n n—n n—n n EXISTING STORM LINE � � � � � PERSONS. FOR SECURITY PURPOSES, ALL SUCH FACILITIES AN� EQUIPMENT USED W � -� � � -�- • °—`n=� a � o o � � 20TH ST = o � � � � lHE OPERATION OF A COMPLElED WELL MUST BE SURROUNDED BY A FENCE SIX (6) , -�----�----�----�----�----�-- EXISTING SANITARY SEWER � o o � FEET IN HEIGHT, OF NONCOMBUSTIBLE MATERIAL, AND WHICH MUST INCLUDE A GATE � 2-t� - - - - - - - - - - - - - - OIL AND GAS SETBACK lHAT SHALL BE LOCKED. a � � :` ` n m � ' � it-i�i a m !/ ROAD w O a m °� o i1 ' Q zoNsiree� Ln C, H � m i ._ . . . � Z 9. ANY MATERIAL NOT IN USE THAT MIGHT CONST1lUTE A FIRE HAZARD SHALL BE PLACED " GRAVEL ACCESS ROAD A MINIMUM OF TWENTY-FlVE (25) FEET FROM THE WELLHEAD, TANKS AND SEPARATOR. a- - ' " ' � : � ` " < WITHIN NINETY (90) DAYS AFTER A WELL IS PLUGGED AND ABANDONED, lHE WELL SIlE h� � i-,� , _ ' � SHALL BE CLEARED OF ALL NONESSENl1AL EQUIPMENL z�vsiree� aa � ' ` \ . �o PROPOSED WELL � I � 1� �`� O 10. IN ACCORDANCE WITH COGCC RULE 604.C.(2).U, THE OPERATOR SHALL I�ENTIFY THE � -� � � -� � R- Pa�""a" ` 0 CORNERS SET (5/8' N LOCATION OF THE WELLBORE WITH A PERMANENT MONUMENT AS SPECIFIED IN RULE h� ` � ��''s� � s� REBAR WITH 7 1 /4" 319.A.(5). THE OPERATOR SHALL ALSO INSCRIBE OR IMBED THE WELL NUMBER AND �AlE ' � �I _ YELLOW PLASTIC CAP OF PLUGGING UPON THE PERMANENT MONUMENT. i Q � T I STAMPED PLS 38199) � R-FI � � m �. � R=H � U N 11 . ADEQUATE BLOWOUT PREVENl10N EQUIPMENT SHALL BE PROVIDED FOR DRILLING I = � ' � ` ' I I ❑ C O R N E R S F O U N D (7 /2" R E B A R) w � OPERAl10NS AND WELL SERVICING OPERATIONS. a � e � � co,,,,, �o„ K�°� UPGRADED WI7H 7 1 4" a�'i � R-II � � �amso-�e� aa aams` YELLOW PLASTIC CAP � �Z 12. ALL BMPs PROVIDED WITHIN lHE OPERATIONAL PLAN PER lHE CITY OF GREELEY'S USE STAMPED PlS 38199 � O BY SPECIAL REVIEW (USR) SHALL BE INCLUDED IN THE BMPs SECTION OF THE COLORADO • CORNER5 FOUNO a � � � OIL AND GAS CONSERVAl10N COMMISSION (COGCC) OIL AND GAS LOCATION ASSESSMENT, FOUND 5/8" REBAR WITH 2" ALUMINUM CAP w N w FORM 2A. ANY BMPs NOT INCLUDED ON THE FORM 2A SHALL BE ADDED VIA A COGC V I C I N ITY MAP STAMPED: ALLES AND ASSOCtATE5, INC. 'J � � � SUNDRY NOl10E, FORM 4, BY THE OPERATOR WITHIN 30 DAYS OF USR APPROVAL. PLS 9644-2002 z W � � � UNLESS OTHERWISE NOTED � �,1J 13. ONLY ELEClF21CAL ENGINES WILL BE USED DURING THE DRILLING, COMPLEl10N, AND n _ � O �= PRODUC110N PHASES OF OPERATIONS. � - � 000 � � Q = v � 14. lHE COLORADO DIVISION OF WILDLIFE DEFINES lHE ACl1VE NESTING SEASON FOR RED U U � ❑ � w TAIL HAWKS AS FEBRUARY 151H lHROUGH JULY 151H. IF lHE RED TAIL HAWK NEST IS � w � �ETERMINED TO BE IN USE DURING lHE NESl1NG SEASON, NO DRILLING WILL OCCUR _ � uJ FWHILE lHE NEST IS ACTIVE. DRILLING OPERATIONS MAY COMMENCE ONCE THE NEST HAS � > � BEEN DETERMINED TO BE FLEDGED. IF lHE NEST IS DETERMINED TO BE INACl1VE, NO ENGINEER APPLICANT/ OPERATOR OWNER SURVEYOR Y � O eo � 11MING STIPULAl10N WILL OCCUR. ADDIl10NALLY, EXlRACT10N WILL HAVE A CERTIFlED } n — REPDRT COMPLElED BY A LICENSED BIOLOGIST INCORPORATING BEST MANAGEMENT W U C9 EXTRACl10N OIL & GAS RICHMARK REAL ESTATE PARlNERS LLC w m Q � . c� x PRACTICES BMPs lHAT WOULD MIl1GATE AFFECTS TO THE HAWK DURING lHE NESl1NG OLSSON ASSOCIATES LAMP RYNEARSON & ASSOCIATES � � 5285 McWHINNEY BOULEVARD, SUITE 160 370 17th STREET, SUIlE 5300 PO BOX 328 4715 INNOVATION DR. M I SEASON. THESE MIl1GATI0N MEASURES WOULD BE EMPLOYED DURING lHE ACl1VE DENVER, CO 80202 GREELEY, COLORA�O 80632 � w � oo LOVELAND, CO 80538 FORT COLLINS, CO 80525 � Q /n NESTING SEASON FROM FEBRUARY 15TH THROUGH JULY i5TH, AND ALLOW DRILLING PHONE: (970) 461 -7733 PHONE: (720) 3557-8308 PHONE: (970) 352-9446 PHONE: (970) 226-0342 W � O � rn OPERAl10NS TO CONT1NUE DURING lHIS PERIODS. lHE REPORT WILL BE PROVIDE� TO p � lHE CITY OF GREELEY FOR REVIEW AND APPROVAL. � J J � . . a � � w �' U aX ~ � > W o J W � � W � � � N N U I � � CONSTRUCTION MUST BE IN ACCORDANCE WITH APPLICABLE CITY drawn by: BK/EKM � � OF GREELEY CONSTRUCTION STANDARDS. lHE CITY'S checked by: EKM / ACCEPTANCE ALLOWS FOR PLAN �ISTRIBUl10N AND PERMIT a roved b : N � APPLICATION. THE CITY'S ACCEPTANCE SHALL NOT RELIEVE THE qp�qc by: Y � N DESIGN ENGINEER'5 RESPONSIBILITY FOR ERRORS. OMISSION OR O N DESIGN DEFICIENCIES FOR WHICH THE CITY IS HELD HARMLESS. project no.: 013-2978 i drawing no.: 013-2978 /� date: 10/22/2015 U L� � COMMUNITY DEVELOPMENT DIRECTOR DATE SHEET � a 01 OF 06 00 �� o J � � o a � ❑ � o � o o � `�, y o � ❑ � ❑ o ❑ I ;p R L \� . , � /L ,.._�///� W o n / /// � � �� y 10TH ST i � � � m � O 00 � �' a-r � Q = a o r.-ii c-ii it_i � o3 a � 3 � O � � O � ❑ �, . i�w`'� n e s N � I �—I � M U 3 � � I /�j%� � s � n HA 1 � O n �❑ /rH/ '° � � � ` � izms f'D _ � c�o � � I � � o � � � � � , _ . — . . . - m � ,�T� ��I L Rr� � � R II C_D J B pN1S1ON it-n � � : , ' R_�, � � F n SU L� Pus IN E � KN ZON G R- o o ❑ � � v � -[> SNEfp � < R-� � � � ❑ �� ' RA w c. �n � ❑ �' /// ,:H-A � p a / I -- m > / i d o _ - - � R_� �o � H-A Fmnticr T N Academy m o O tam s� c °� _ 12TH ST I R_� > L a S� � � Unrvcmh� � Q �, _ . --� � D � O � � Schuul R_L g � � ❑ j . . � �'t . —_ . �i � � � �. .� n�i o r � � � a a Q � � ❑ ❑ Q — RL RII I _ ie m u � ��- � m �1 � � a %' - ' —�' a—'—"'� � o � �,: ` THOIS DOCUMENT HAS BEEN r � ' ' � � � � '�' � � � � � � � _ — ' _ � � � m H A � ; Q" / . . . . � � i�I. � � RELEASED BY OLSSON u � � � ' � � ASSOCIATES ONLY FOR REVIEW rI � � ¢ � /. � � � � / m� 'e�5 ^ � � � ",�� BY REGULATORY A6ENCIES AND � � � N 1,�-C I ' ' LIMITS OF ` i ` � �,_� � � � P - �, / /� - _�I OTHER PROFESSIONALS, AND IS � E�K HOR � � 'L 20TH ST = SUBJECT TO CHANGE. THIS oN,NG R-� ' ' � FLOODPLAIN MES & KRISIG E W�ppY � � c -H c^L � �oR coNSTRucnoNo sE usEo � PROPOSED SHEEP DRAW TRAIL / � �� O�� < �� ` �� ' � PER CITY OF GREELEY / � A � � _H m ALIGNMENT / �p ` O � '� it H s a 20N SlreelLn � I ' O9, ` - L OLSSON ASSOCIATES ASSUMES `� / I � � FI-A . II� ' EXOISTINGOUTSLBTY LOCOATIONS � y+` WN STE�N �� - � �, (HORIZONTAL OR VERTICAL). THE '� �9� SH��P DRP� ` JON ZON NG R E ( ,r 5„ee� Ra N z . � —�I �� EXISTING UTILITIES SHOWN O � __—_ � � � ��-�-� R- . . . pa�weY ¢ r - �J\, THIS DRAWING HAVE BEEN ='_. �'____'\ ___ �,� <3'°° '�oas � �. . .. .I � �� PLOTTED FROM THE BEST � � � � � � ` � . . AVAILABLE INFORMATION. IT IS , -___ _____ �` � cR�EK �PEN SPACE ' � d � / , 1 - . -- \� � �- � � < OF T/HE CONTRACTOR TO FIE D � i � / TR�P�E ZON�N�' R_ � - - -- � ` ' � a-H m 4 h a-i i ' \ ` VERIFY THE LOCATION OF ALL � ' ' ' — — � ` ^ � N �. � o�' UTILITIES PRIOR TO THE ' ' ` a c Gavin9lonK� , ' / ` ` ` ` — COMMENCEMENT OF ANY R-H zamso-ee� aa za�as� � CONSTRUCTIONACTIVITIES. � � � �° � � � � � �� _ � � ° � � � ° ,� ��y60' "°"—EX°`�s"� � VICINITY MAP � � ° � � � I � � � _ _� Q� ` ♦ `� �� ACCESS EASEMENT � - e / ♦ � RECEPTION N0. 4147523 �� _ � � "- ' ' 0 — c i� Oo � � �` �� RECORDED 10/5/2015 , 1 - 1000 � � � - - _ - `� � � � �� Y gR1GH� Know�+what's belOw. ' I I S ; ti , PROPOSED ACCESS MAR R�ST A {iall before you dig. ' / ' I I � I � oo �5� II � Z�N�NG H > PRIOR TO DIGGING, GRA�DING OR I Q EXCAVATING FOR THE MARKING OF ' I / II I � II ' UNDERGROUND MEMBER UTILITIES � � �� I � �I � o � �� ' � I I I � e II I 1 ^ ❑ Q LIMITS OF FLOODPLAIN ' � � PROPOSBATfERY � II � �� II I I I O ❑ ❑ a � � � � � I �I � � � s II I � � o 0000 � I � I � li� �� I� I � �I I I I I �r `� ■ � U U U U � � I � � � � � �� _� � � �S � � � � � 0000 1 � H H � � � � �� I li � � �� W H H H � � � � �- �� m m m m � , 1 � 7 7 � , � � `� �� II I � RANDY ROU E � � � �( o � � � � � � 0 II � � ZONING R-L � j > > > � � � �� ♦� �� - -� � � � � � � � 0 ` v �� \ 1 ♦ � � _ _ _ - _ _ _ � � PAULROHRIG & � � < < < � � � i ' � � � MARGARET SOMMERS � � � ` ' �v�g\ON� � � � � � N ♦ ` � / �0 ZONING H-A � S SUg� � � � � ` � �, �� — — /— — �EDARWZp�11NG R-�- � � � � � o`�� o `�' o o � � o ` pA REIGE� C �� ` GIEN Z�N NG N P ( O � Q LJ " � o a m "' o ♦ � / � ` ` � � - '� '� � - .�. � - - � - -O 0 � � ` I TIPSW�RD & �� B�Me� a ❑ � a u a C � ``♦ `� A P ZONWi R-� l� ❑ � U � � N � 1 S, �� - � - � Q � RTNER - - - (� n H � ` ` ESTp,TEPP � j � CJ L� � ` � � ` 1 RIGHMPRK REiON�N�' R-` � � �-,J L�I ` U O � ' W ZON NG RNG � Q � _ � � Q � � � � � LENGEND � ` ` ' r ' - - - l._S � �J � � � — — a w Z GE a � � � �r1S I'�I f�t PROPERTY LINE Z NK �PEN gPP �N NG R � e ` ` � � � � � _ � e e � � � � .� � '. � � � W1��AMZ�N�NG R1 �oPK I � Lr� �J � � � � — - - - - — ADJAC NT PROPTERY LINE Q � w 1R�P�E GR ,NG R-� / I � � � � � ❑ � I -x x x x x�- EXIST1NG FENCE Q � U a ~ -- �^`-- �^`-- �^`-- �^`-- �^`- EXISl1NG WATERLINE U c� ❑ / n -TT-�-TT-�-TT-�-TT- EXISl1NG STORM LINE � W J . i � � • � � � � 4 L t" � --�-----$-----��----j�----�-----�-- � J � � - V - � - r - r - - o � - r EXISl1NG SANITARY SEWER � � � � � � � � � n � � � � OIL AND GAS SETHACK � � � � �-'J (� w m � O � n � ✓ � u � � � � 0 CORNERS SET (5/8" � �J.J � 0 � � / u � REBAR WITH 7 7 /4" (n Q ¢ YEIIOW PLASTIC CAP U � �' � � STAMPED PLS 38199) W O � � 8 1v1S,ON � � a �ja � � C ❑ CORNERS FOUND (t /2" REBAR) a J � ' V�S7 U � � � /� � � � � M��N1P1��N�NGFt-H u UPGRADED WITH t i /4" � O /�� YELLOW PLASTIC CAP `� �� _ � � � STAMPED PLS 38799 � � � � � �D,v1S��N � � • CORNERS FOUND �J,j /� �A�NV�S� ASUB STAMPEO/BnALLE5 A DTASSOCIATES, �INCCAP �J,J � � � /� o MpUN Z�N1NG R; � � � � � P�s ssaa- 2oo2 w $ � � UNLESS OTHERWISE NOTED � \/�.�� `� � � � � 19TH ST � \ , drawn by: BK/EKM U O � � � � � checked by: JEZ �� approved by: � � � � QA/QC by: M\ \ � � project no.: 013-2978 �1 �✓ �� date ing no.: 09/04?205 � � � � O D� 100� 2D0� 4D0� �� SCALE IN FEET SHEET � � � - � � 02 OF 06 � - x_X , � SURFACE OWNER: g �x� �x� / �, $ JAMES & KRISl1NE WOODY � ,-''} �x/X _ , . X x—� �� (n m � ,, �x � . „ . x—� U SITE STATISTICS ' _ _ \ MINERAL OWNER: ,.��" x ' F - , _ _ ' � 1 � � ' . �_ � � � \ PROPOSED SITE CONTAINS lHE FOLLOWING. � y � � _ � � . ' a . , � _ , ' ` SURFACE ONMER: . , , ' ;' , , ,' `' -- < ' a� � .r �� WELLS — 22 � � � BCG LLC � e �,,-' �X . .° ��. ,- � V _„ � , �.. , ', - \� ` � P '�� . � � � , a �— � / � . , a . 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' ° ` , . � � � PROPOSED � V � �� LENGEND RELEASED BY OLSSON v / ' x � / � FENCE � � � � � y ASSOCIATES ONLY FOR REVIEW � � * � � ° � � � �� ./ � I BY REGULATORY A6ENCIES AND C � . Q .` ' . ' ." m a , � , .,� � �� I — PROPERTY LINE OTHER PROFESSIONALS, AND IS � � WAlER QUALJTY POND �! SUBJECT TO CHANGE. THIS y \ h � � �' a ° � « a � � WITH OUlLET / ' \ � � � — SECTION LINE DOCUMENT IS NOT TO BE USED � � � � � � � , � � �� ° � � . � X' X X X X � � - - - - - - ADJACENT PROPlERY LJNE FOR coNs7Ruc7ioN. � �� a a as � �.� � _ _ _ _ _ _ � � —x x x x x EXISTING FENCE .,� a �I � � � � �` . � , 1� � � � � � � � � � — — — — — EXISTING WATERLINE , a �— �`— �`— �`— �`— —�`— � I � * � � ' ` � �. �. � � I I OLSSON ASSOCIATES ASSUMES � I } ,- i � � a � , ; } v/� � �� I �*—s*�*—s*—s*—�*—�* EXISTING STORM LINE NO RESPONSIBILITY FOR M �• � i��' ��` • � " '� ! 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I WITH CHAIN LINK FENCE � O 30 60 120 SHEET 3 Q I I I /� � x/ � 1 SCALE IN FEET 03 OF 06 O o I �+ 1 � i _ s O �K�i N � N � DRI LLI NG PHASE SCH EMATIC z � o � N N O � � — �� = r r � � 1 �= - d �/ U �'"� � ' '` ' } EX�l1NG PR0DUCTI0N EQUIPMENT � O � �-' ° ° � � � � .�.,- , � r � % � � � ,-�"' _ , Q �- 'Q a o ' � / , N � � , ` , � , m � ^� , Ja J /� �- < � aV ' : ..i� w �h'� k ` � + � ., / �y,�' a a. �+ a� , ^ . i �-''�� PR0P0SED SHEEP DRAW lRAIL " " ' o PER CIN 0F GREELEY k + ' � + • � EXISTING 6 FT CHAIN O� 30� 60� 1ZO� � �'"� LINK FENCE SCALE IN FEET � � O�Q V ANDERS0N � k � " ' s � , �' 500-B0UNDARY °' Q �<< �. 1 . x a . , a ; , GENERAL NOTES m � T � � 1 . THE LAY0UT SH0WN 0N THIS PLAN IS C0NCEPTUAL AND IS A REPRESENTATI0N 0F lHE � � ` ` ° ° � 1� _ ♦ � ' , ANl1CIPATED LAY0UT 0F THE DRILL RIG AND 0lHER EQUIPMENT DURING THE DRILLING PHASE s O � ; . ' � ' � EXISl1NG PR0DUC I0N EQUIPMENT 0F THIS PR0JECT. ACTUAL L0CATI0N 0F THE DRILL RIG AND 0THER EQUIPMENT MAY VARY 3 � • s ` ' % LJMITS 0F ST0RWATER WATER QUALITY P0ND 0NCE RIG IS SElUP 0N SITE. � � ° � " � � .s, `' , T0 BE C0NSTRUCIED 2. 0VERALL LIMITS 0F DRILL RIG PLACEMENT SH0WN 0N PLAN ARE APPR0XIMATE. N o s . . i �n � � , . , a. Qa '� � � / - - - - - '°� � I 3. DRILLING RIG AND 0lHER EQUIPMENT SH0WN ARE TEMP0RARY AND WILL BE M0VED 0FF-SITE NOTE ° Ta a a � , • a . a , , ` , UP0N C0MPLETI0N 0F DRILLING THiS DOCUMENT r+nS BEEN ° °' a � " ' � �� lEMP0RARY PARKING & RELEASED BY OLSSON ` ' ° / I � 4. THE PR0P0SED WELLS WILL BE DRILLED IN PHASES. VAP0R REC0VERY UNITS � � "/ STAGING AREA nSSOCInrES Orv�v FOR REviEw INSTALLED DURING � �< < .s e, ' I / � - - - - - - - I 5. EXlRACT10N INTENDS 0N P0WERING THE DRILLJNG RIG 0FF 0F HIGH LINE P0WER, WHICH W0ULD BY REGULATORY AGENCIES AND DRILLING 0R C0MPLEl10N } �� / � ELIMINATE THE N0ISE CAUSED BY lHE GENERAT0RS L0CATED 0N A TYPICAL DRILLING RIG. OrHeR PROFeSSiONa�S, allo iS PHASE _ < �� II / ' - a � . I, � SUBJECT TO CHANGE. THIS i / / . , , , H0WEVER, T0 D0 50, THE PR0PER INFRASTRUCTURE MUST BE SUPPLIED BY XCEL ENERGY. I EXlRACT10N AND EXCEL ARE CURRENTLY W0RKING T0GETHER T0 DEVEL0P A PLAN S0 THAT DOCUMENT IS NOT TO BE USED I ° " I/ � ' a ` ; . . ` , " " ` , = I � I AN ADEQUAlE P0WER S0URCE WILL BE AVAILABLE. IN THE EVENT lHAT AN ADEQUAlE P0WER FOR CONSTRUCTION. ' ' ` �7 � I S0URCE IS N0T AVAILABLE A TRADIl10NAL RIG WILL BE UTILIZED. REGARDLESS 0F WHICH RIG I . ' °'�I . °? " ` � � .��, ^ , I � IS USED, 32 F00T TALL lEMP0RARY S0UND WALLS WILL BE INSTALLED AR0UND lHE � � � i ' ` , �� ' a. � PERIMETER 0F THE DRILL PAD DURING DRILLING AND C0MPLETI0N ACl1VIl1ES. �y�< , d e ' OLSSON ASSOCIATES ASSUMES �� ^ i� _ � . � � � � a ' i � ,- � .. a : � ' . � _ � � ,. a � � I I NO RESPONSIBILITY FOR / � — �.— -- ' ° �� =� a � — ' . < :: . _ . /�_ , �_ *= � � _ a �—_ �--� , � : . $ . � � �, � i � s . • a � a � ` � I EXISTING UTILITY LOCATIONS '5� (HORIZONTAL OR VERTICAL). THE �Q � � l . . d J � —G� — A .. . � .[ Q . [ � � � !� � � °. . � . / ' � � � ° "" ° = 5 Q . I EXISTING UTILITIES SHOWN ON / , , � , r` � , . � I ANl1CIPATED DRILLING RIG � � I =� a -` � , ' ` � as `' � . � ^ �� * I . �Q .� ` � I SEE DETAIL, THIS SHEET THIS DRAWING HAVE BEEN � � a ` � �� ° � ° ' ` � • � � ` ' ° ° � ° � AClUAL L0CATI0N T0 BE P�OTTE� FROM THe eEST ' � � BEST MANAGEMENT PRACTICES AVAILABLEINFORMATION. ITIS a :� " � .� . 1 . ac < ., �-X. � � �� °`' ° - - �,d . . , � � `� � DETERMINED BY WHICH WELL � �_ f�_ �� ° ---� � �.I — —' —� % �� < ` " � ' Q , ° � ° a ` I � � DRILLED OFT�HECONTRACTORTO�FIE D / ° B Q� . � : " ` �� % I � � � I� ` , � � � � � � ' ' ` � � I : � � ' �� " � ` � � � � ° �' �a - � � VERIFYTHELOCATIONOFALL ' � _ � ' � a . � ' s ^ . . , / � � I" ° ° ' • � ��I � � �� '— ° � � � °. s � , s� I 1 . T0 MINIMIZE N0ISE IMPACTS, S0UND MIl1GAT10N WILL BE PR0VIDED BY INSTALLING A u7iuries PRioR ro rHe � � � , ' - - 1 , .. , ' � � COMMENCEMENTOFANY . / � � . ' X � � I ^ , . : , I TEMP0RARY S0UND WALL. S0UND MIl1GAT10N MEASURES ARE SUBJECT T0 CHANGE DEPENDING CONSTRUCTION ACTIVITIES. I I I1 , O O .., ; , j p � � _ � �° „ I I 0N ACTUAL 0N-SIlE C0N�ITI0NS AT THE 11ME 0F DRILLING 0PERAl10NS. THE lEMP0RARY I I ` ° ' I S0UND WALL SHALL REMAIN IN PLACE DURING ALL STAGES 0F THE DRILLING PHASE 0F THIS / . � � . �� . ° 1 � � . ' . � � I I PR0JECT. � / I � � a O O I , , ` i ,ll . ., , / I I I / O O X � •8 � I a4 � ae I'�.. � � J «^ • Q a a I I , / I < ` " " , , , ' ; , �' '' I 2. EXHAUST FR0M ALL ENGINES, M0T0RS, C00LERS, AN� 0THER MECHANIZED EQUIPMENT SHALL O ' � _ ' ' ° , BE VENTED AWAY FR0M ALL 0CCUPIED BUILDINGS. ° � � � , � � . f ` = . . g . . �, .r . . �' .' � � r . � / �I `, , � -� � . � � , '� I _ � � � � � � � � � I , a x � � x . , . �� I � ' d "� , ` � � � , � . �' ' �� , � � � � 3. WHEN FEASIBLE, ELECTRIC C0MPRESS0RS SHALL BE Ul1LIZED. / C0NSlRUCT DAPRI0R � I ` I 4. A CL0SED L00P SYSTEM WILL BE Ul1LIZED F0R ALL DRILLING FLUIDS. N0 0PEN PITS WILL BE �J � A � '� < A J� J S S j � I a ` � � ° .. . � � i � . ` � ` � ° sa�� I � Knowwhat'sbelOW. � T0 DRILLING PHASE ' � x , _ � I � 0 . . USED. � a 1r _ e � � � �i ° ,� x . , . . a� �� -� g � ` T ° •, ° : � ° � � -° � � , ° ,� � a , I � Call before you dig. I O O , 5. T0 MINIMIZE IMPACTS FR0M LIGHTING USED DURING THE DRILLING PHASE, LIGHTING SHIELD � � I � � , , . I 1 ° ° � `. ` a? ° ° �� 'a` s ,' � CAL1811 SEVENTY TWO HOURS � O O '� I �—�I � ��..��,, s. I ' � � DEVICES WILL BE INSTALLED 0N ALL 0F lHE M0RE C0NSPICU0US LIGHTS AND THE RIG FL00R PRIOR TO DIGGING GRADING OR � a a < � � � WILL BE SHR0UDED. I I 1 . ` . � O O � „ �s � x � . ` . . a ; � � EXCAVATINGFORTHEMARKINGOF I . x � ` ° '.� ' --�-d _�, I. ` ' ` � � � , � f < ' , I UNDERGROUND MEMBER UTILITIES ` ° ' " I � " .` I I 6. SEC0NDARY C0NTAINMENT WILL BE PR0VIDED AR0UND THE TANK BATTERY AND SEPARAT0RS � I �J � � . �� O O � - � p � � II I � � ' N ' , � o • ° 1 . 1 I PER C0GCC RULES AND REGULAl10NS. SEC0NDARY C0NTAINMENT AR0UND THE TANK BATTERY SEC0NDARY C0NTAINMENT � II , , x , " ' � I , , , ' � , a � , � ` ' ° a � I I WILL INCLUDE A STEEL C0NTAINMENT SYSlEM, 30-44 INCHES TALL, WITH EIlHER A , , , . GE0MEMBRANE T0P M0UNlED 0R SPRAY 0N LINER. SlEEL C0NTAINMENT DEVICE � � � � � � � d � ' � � ' a ° < � , � ` � � a ° I = s . ;, � , � I � I I d- ° 7. ADEQUATE BL0W0UT PREVENTI0N EQUIPMENT SHALL BE PR0VIDED F0R DRILLING 0PERATI0NS � � � ' � � � � a ., . • • � , '1 �I � n �. � , s. '! � ��x` �` � ` ' . �,1 ° ' ` � ` � � AND WELL SERVICING 0PERATI0NS. z � � � � � � � , � , X�� x , � ° T' �I � C�.� � ° � , � " � � .° ., � � . � ' � � � � � � I APPR0XIMATE � � � � � I " � �� ' � ` � � ' � ° � , � . I LIMITS 0F DRILL RIG a o O O O , � � b ��x�- � s� �, . � �� , . � � �� a . . A� �� a .a��. � � , � � � � INSTALLATI0N 0F SEPARAT0RS DETERMINED � I a a Q , �� . a � " ' �� ` � ° � � � < a " ` � � ' - .�. s ,�� ' � .d ° � � � � � � � BY L0CATI0N 0F WELLS DRILLED. � � � r��"-�,r� � �� _ -, � ,T . d 5 n a a 6 � F F r u� � S �' . � � ��4� . a . . . � � a ` � � � � � � � a � m m m � �� yi � � � � . . � � �� a � ( . ..� s IV � . < ^ e a � Q � m � N � � �� a° , � . T . a a( � 8. � � .` . I a . x _ . ` � ° 'r d . :. �� , � , � � � Z m m m � I O � � � � � � �i . `� . a < a� � � � &� � a � 6� � a ' �. . � . a .. �� a � 1 � ` . Qa � � � (� (n (n (n < � � � � ; 1 . . X . � X 'I v . � .. . a. s a� '� � � � � � � � I � �i � �� a flp�7 � � - � . . � � �� . 'a � 0 , �: � d ;s ' s- - . I � � � Nm I Id < � ��❑❑❑ � x � , ;� 'a ' , ° , a � , �. . 1 . . I > � O � � W � Z I .. .�; . -, . . � . ° < �. . � � � r� I 1 O a a � � T � � o � � i a x o o Q�C]C�7�7��. ° ° � �I a �: � � e , " � a � � � , �Ay� F I IQ .s � a :a' I � d � � � 1 � � . �0 � Qa� II � � � � . � K na . 1 ' I � I �J � a a U � . � ' � ' � X _ ' � d. ° �n � a � � . W D O 0 0 W � I � 6 . . . . � : .� .�� 1 . " a . . I �. W� �' N N N N I . � . .v �� • a - d a ' �. ./f . . . I Q � O O N (A � � � " � e � P � � a � � e � . o y C�o) a . 1�� , � � � 53�_�� 16.34m]�45'-6" [13.87m] � � r rn o � � � � . Q � '^ ° � na . I . . a _ 01 . � g a e � 1 a �� O O � J � � d �a e° � d JC `. � ° a r � . � �� a � � 2 � � � � ' ° ' � s. � �s I � � . �� , Q ` �j` ' �� ' : ° ' � � ` , � � APPR0XIMAlE L0CAl10N 0F � • • , 1 ' 1 . ' CII�� ` !E � � � _ eoi�eR � � EMISSI0N C0NTR0L UNITS INSTALLED DURING \ ' --a --- e ` ; , o `�. � � , .° � '5=' ` a < I I lEMP0RARY S0UN� WALL I � `l;V P�� ` suircnse � O ¢ m c� ❑ Q �RILLING 0R C0MPLETI0N PHASE � \ —� �' al X � v° , ' ° , (`p�" = � ° ; ' < ' I HEIGHT = 32 f ` � I � O� I sucnoN TnNK w NUMBER INSTALLED DEPENDENT UP0N NUMBER � ' " ' ° � ' ° _ ' ' ' � � ' � � ° ' E [ sl i FUEL TANK � I � .I : � � � �� 0F WELLS DRILLE� ' � � A � I �' ' • °` a, ` � ° � • , � : _ (-�` � � °� � � ' ' � � — suilcnse Lf� � ` � ' `d ' d ° sca T \ \ � � _ — — — — �� s ��II - . . . a � � _ -�:-».�.--'-.�"`— � . � a . ., � < ;a ' s ° . 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", � ., wnreR TnNK ° � ° � � �ti J � �yJ 1� � ' <� a I � �" TRIP TANN � — a � a � � - � � > s � a s. X a ��s ` aa ° a . ; a � � � ,� o. �,_ . , ,, . _ �] II � � .. a .A � a , I Ou[er Vew: Typical Temporary 32 h Sound Wall Blanket antl Rame Oefail DRAWW0ftK5 � W � O LL �� . . (n �I� � a L�. � .�r __, � ` ' < < � � � � ° � � ACCl1MUL4T0R rn� APPR0XIMAlE L0CAl10N 0F ° � ° � � ° : ° I - d " ' � �^' . a. ` � � � a , n ENCStvIe6TC25 - 20fae[ wde �v8feetM1ahAcousticalBerrerPenel i �� m TEMP0RARY S0UND WALL I I �- ' ° � ' � � I I ,r � gweu — — - - -- Q — Ew�� U Q � M I . , ` " ` � HEIGHT 32' ' ' ` r . � I �`�' ^° ,I �o. —�--i H0KE MnwFo�o . _ , — , . . , , , . ` a .. Ta . . . ie .r.� I Q � ` .. . S. ° � " � _ m.. . I ncssss.m ie � � � ' � D0G H0USE � J � X ' � � y �^ a . x . .. � . . i ° � � �. I � �ec.um �_... ei.mssrec � (\ 1 I ? / LL � I �I � I � � � I � � e�� SUBSTRU0TURE � � � � � � � =v.4ao �t ry m �� , �, �. . Y } � M � � I � A � � �� DRILL LME SP00LER � � � I �7 W �� x i - - - - - - - - - - - � 1 � �� 0 U j � o � � �I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ��'� �.., �, � � � W � � -�, CATWALK a � I . . — . m — . � + \ - - - r � m I J J� m oGi x I — . . _ . . — . _ — . . _ . . — � �/ � - _ _ { - ' i � �' U c � - - - � � � - - - i _ � , �� i� . _ . _ . . _ . _ i �� i , . .,. � aia an K � a x / _ . . _ E- I�� s. . � � ~ � , o � �� ' � — — � � J J . . . - — , A �. - x . �o. - � _. „ .. . � � K \� � � � \� �� 6v. � T �. .ryi - c - _ � � I � � I \\ \\ \\ \\ °��^� - -- � - - - � 52'-e' i6.00m 7'-10" 8.48m I� � � � �� c �� ' I , —.� ,. — .I. .� .I _ .- _ .. - - C �� C � DATE: DEC 07. 2009 � � � � MINIMUM LOCATION SIZE owc No.: asi—voe—�z � N N x � �/ �� Inn�ew_ iypical4emppany32 (t$ountlWell BlanketentlFreme �etail � ' � FR�M H��E CENTER " APPROVE� BY EHGIYEEqIN4 • • I �MWN 9Y S. Aq�RGAN9 � � T0 CR0WN END 160�-0" (49m) df2Wfl by: BK/EKM M / ENVIRONMENTAL T0 BACK 0F RIG u7-0" (46m) � $ X TEXAS PENNSYLVANIA CORPORATEOFFICE COLORA00 LOUISIANA � O � TEMP0RARY ACCESS R0AD T0 in � e:ne.mnesea�o �siexo,n�ao�a�, CnuFORrvia '�aiaznie:�si. i.ssn�n�e��b, smmia F�e�aari�. NOISECONTROL, INC T0 D0G H0USE SIDE 140'-0" (43m) 0'-0" 16'-6" 33'-0" 49'-6' Gh¢Gk2dby: JEZ �� / / e�e�� rzrscae m;��n� o� cnu:ci �=.eusi� i�,:oem.��. ��q�>=�. c000so� sr�oreran�nrnc% MAPA �AUFORNIA � � T0 SUMP SIDE 75�-0" (23m) p x x BE U$E� �UR�Nra �R�LL�NCi � an��ipoi�ai-0ssc Pra��mmseus wzai��acneouo moi�aseaoo ano�s.aizam3ssa �r✓nueeoia � � �0m) �Sm) �10m) �15m) appfovedby: r-�� N �� m:enn.i�i aro�ee�omsasu ra�enaaue�i %!�� J ) � QAIQCby: � V � F°" 3 «"-�� CR0WN StAND f�1 �(p 1' 'b aieasevisitounvebsHes. w..v.tlriilingnoiseconiml.com wwev.enrimnmental�noise-eomrol.com � pf0j2GYfl0.: 013-2978 � U x x .F/ ,�,/ I I � wEu drawing no.: 013-2978 date: 09/04/2015 � TEMPORARY SOUND WALL `` � x /� x/x ANTICIPATED RIG LAYOUT SHEET � a I I �/+ /�/ N0T T0 SCALE N0T T0 SCALE 04 OF 0G � � -� e , , a U COMPLETION PHASE SCHEMATIC � �� `�JN m �� w o , �'�.,� %' m t.� ,`./ 'o�'� r ` \ 9 ~ o �� , � �x i • - a , � � � r � ^ . �n Rp,�N .�-_-� X ' � , �� ''� �. ' - ��tn. i" � " �� Q o P � � � � �, �-s'� � � . � '', � . � „ �� . 5 E� 0 " a ° � c•, _ ' J ( � �'"� " } � EXISTING PRODUCl10N EQUIPMENT � � " K� �= " '` "• f '� �` " U 3 �,--' � , . ` IIl11 � � , r , � _ , . � M �„�, . ., .� .s . _ o �., _�=� � : � d . �� ,� � � � ... _. � �_ _ ` (� � , < �. . . ` . v�- '` � .n..�... � . � - � � v.. -sz , . .. .�,� - O ��'/'/ �c � • � I� ` 1 � � / � F _ �� j � , _, � � QrJ / a 1 �5�� . � . �. • . .a Q 1. r . � 11 � � W h,,-- ° , � � ANDERSON � / � � F �,-- ' / � ' � ,' , ; 100—YEAR FLOOD . ' �L � � /" i BOUNDARY 1 " / �' c�o !a=� } ' } . �. , . : ` ° / �� "e. , �� " `O ' :� 1 � 0� 3D' 6D� 120� � - � .'�;� � `' � `' '�� PROPOSED SHEEP DRAW + n � � � �'� lRAIL PER CITY OF GREELEY � �.�`O �+ � �r� , EXISTING 6 FT CHAIN SCALE IN FEET • . � � ; m ,�, '" . . , ° / LINK FENCE � �,---�"�� 3 � �k i' �a�s a ` � TEMPORARY COMPLETION EQUIPMENT m � - � � � � ; -, EXISl1NG P DUCTION EQUIPMENT EXAMPLE CONFIGURAl10N ao � } � ,' P ° '�� ///yyy 500EYEAR FLOOD EST1MAlE� DURATION ON-SITE: 2 DAYS PER WELL L Q ��'� ° ° / BOUNDARY � X'�� .< ' ' 1 0 � . 'a / � 'o ,- , ' � . � . : � . ' ° � - - - - - - - - GENERAL NOTES � > .� . . � _ ..s � � / i i � J VAPOR RECOVERY � ' ' ` � � '; ° � . . I I . , � 1 . THE LAYOUT SHOWN ON THIS PLAN IS CONCEPlUAL AND IS A NOrE UNITS INSTALLED ° < 3 l � REPRESENTATION OF THE ANl1CIPATED LAYOUT OF EQUIPMENT USED THIS DOCUMENT HAS BEEN DURING DRILLING \ / - --� '� �` ^� / � � I DURING THE COMPLETION PHASE OF 1H15 PROJECT. ACTUAL LOCATION RELEASED BV OLSSON OR COMPLEl10N ' � / � — — — — — — — — � OF EQUIPMENT MAY VARY. nSSOein7es ON�v FOR Review PHASE / _-- • �, � � � ' � � ' � �d , ! 2. THE MODULAR LARGE VOLUME TANKS (MLVTs) F BY REGULATORY AGENCIES AN � s � � � OR WATER STORAGE OTHERPROFESSIONALS, ANDIS " � / � / I � I �� '1 r� ARE TEMPORARY AND WILL BE MOVED OFF-SITE UPON COMPLEl10N SUBJECT TO CHANGE. THIS TANK BATTERY �i � OF WELLS. oOCUMENr iS rvOr r0 sE USED . a. I , a a � f f—` CONSTRUClE� PRIOR i : / ^; a � I . . � � . I � _ � � �� PORCONSTRUCTION. TO DRIWNG PHASE �r � - 1 .,lli � n d � Q_ � � � � , � � � � ' � 3. THE PUMPER lRUCKS AND OlHER ASSOCIATED EQUIPMENT ARE a =. i , ` a ° a ° ' = �� TEMPORARY AND WILL BE MOVED OFF—SITE UPON COMPLETION OF SECONDARY CONTAINMENT _ �� — � - -e/ <° ` Q , ` . . ' � a � � I � I PORA UND WALL COMPLEl10N OPERAl10NS. STEEL WALL WITH LINER � -=� - -, � � � � � , , , I � . ENC 32ft HIGH TEM RY 5O o�SSONAsso��^TESASS�MES / m - `` --- ' ..- � = , 4- � : � � '� �, ^ � . , ,� = j � ' % ° ; , . � 4. TWO PROPOSED FIRE HYDRANTS WILL BE USED FOR COMPLETION NO RESPONSIBILITY FOR / e = � J � � � . Y n - ` � _ � � — . . . . . . . . ., . -. . METERS TO PROVIDE 500 TO 600 GPM. D WIlH TWO HYDRANT d EXISTING UTILITY LOCATIONS '` �� d � ° ^� . . , . a ° � ' ^ .` � ,. I " ' ° = a '` ' � I F { � (HORIZONTAL OR VERTICAL). THE I : � �` ° � � � ' , s � � ' , , . � '�. . � , � 'v � , � .� , � ' a� . �.� � EXISTING UTILITIES SHOWN ON WATER BOTH HYDRANTS TO BE EQUIPPE , I � _ ' THIS DRAWING HAVE BEEN a' . a ' � � s � . I � � .".. - / / � = � �=�X- ' ` a .� — — —� . . l � . �� ` . . . � . . .. _ � , � I I �, �' 1.. i .,,l i � .. . 1 PLOTTED FROM THE BEST __-, � � , � � BEST MANAGEMENT PRACTICES /— I ° a .d �� ° � : � - , . ' � ' - 1 ° , I .� �p' ' � � , � . �, `i AVAILABLE INFORMATION. IT IS � I a x- �M � . e . � I , � � �� ' . " ° � . s � � I I � ��_ � �_" {-J�.) ,; � � ₹ HOWEVER THE RESPONSIBILITY N � � I . , 1I � '` . � � I .. 'I ` � T � � : � ' � I -„� �! � � ' � � � �. l OF THE CONTRACTOR TO FIELD I / I / E . • ::. � O 1 a. d. . J : s a a � � e • � 1 Aa a . � II t iw i • 4L1 �__� � '+.l.l . i i . I 0 1 �. I ° + �a a ? � � °� � � • 4 } • ea� •1 � a + � �� , � F ' . 1 . TO MINIMIZE NOISE IMPACTS, SOUND MIT1GAT10N WILL BE PROVIDED VERIFY THE LOCATION OF ALL I ` � � �'° ' •° � s . . � � ��'� ' - — � � _� :�� BY INSTALLING A TEMPORARY SOUND WALI... SOUND MIT1GAl10N u7iuriesPrziorzrorHe �p GRAVEL � � I I °� x O O ��,, , , ,; ' I �^'� � � � . " I , ' . � ' ; ° , `° � '. . � � i� .� �i� . , —,� . ,i MEASURES ARE SUBJECT TO CHANGE DEPENDING ON AClUAL COMMENCEMEN70FaNY ACCESS DRIVE < ' I..J ❑ , � . . s ` I F / I � I � � < a ,I I e3 . : y . � a �, � . , . ' i � ON—SITE CONDITIONS AT THE 11ME OF DRIWNG OPERATIONS. lHE CONSTRUCTION ACTIVITIES. � ^ � + � ° " < Outer View: Typicel Temporery 32 k Sountl Well Blenket end Frame �eteA O � � I, � � � � , � , �a < , „ '� � , ° � I TEMPORARY SOUND WALL SHALL REMAIN IN PLACE DURING ALL I �� s� ° a � ' � � ° "� � . , � , � I STAGES OF THE DRILLING PHASE OF lHIS PROJECT. w / TOP OF PROPOSgD BERM � I . '� " � � x � � � � � � � , � �:J , ' � . '. � � , �� . . . � � �� a . � � � � e �. a . � � ENC Style STC 25 - 20 fee[ wiCe b y 8 fee[ hi gF Acous[ical 9arrier Panel � tn / T O B E C O N S T R k 6 T E D F O R � � I � x , , � � 1 ; . �� " 2• T O R E D U C E I M P A C T S T O A I R Q U A L I T Y G A S G A T H E R I N G L I N E S W I L L B E � � SCREENING I I � ° O O I I . . T�rr. -�-� CONSTRUClED AND INSTALLED PRIOR TO COMPLETION OF THE WELLS. o J � ' � I � T �. - i THEREFORE FLARING OF GAS DURING THE FLOWBACK PROCESS WILL a I � ` " x � ' 1 � �' ' °� ° ' � ' BE LIMI�{ NOT ELIMINATED / / I I II �� a 1 O O �a 1e • I I a I � .� a � y , a a. <d a O � ° 1 a 1. e b . . a . a ' �e �. l � uqki � ary .. I : ��MiFIaC IGD� �F ..� _ . , � .. , �, , � ' • ,... / 3� , . � s ' ,, . , PR0P0SED WELL � � I ==.�.F.o pR ,- � 3. TO IMPROVE AIR QUALITY, GENERAlED DUST FROM THE SILICA SAND Q � / / I � I I a x O O x ' ' ' ° , � 1 � '�xa' ° ^ ° � a, < . , ° , O ' IYPIbAL ° ' < < ° , � � �- ,: � I �, USED DURING HYDRAULJC FRACTURING WILL BE CONTAINED USING A Knowwhat'sbelOw. w �° . � � = ' a + ^ �t '; DUST SUPPRESSION VACUUM SYSlEM. � I � � . � � , a .. !i :- , ° . . ' . , a� ,� � a� . :-� : I � ..�.,..,, � � s o,„re��., ' Call before you dig. � � � � ° a � � O `- a� . I � ��a � a , , � � � � a a , , � I 4. TEMPORARY ABOVE GROUND WAlER TANKS SHALL BE INSTALLED ca�� si � seveNry rwo NouRs � PRIOR TO DIGGING, GRADING OR � � F � � < a e . . a 1 � � X . o . � . � a . ' . o � � , � ,` ON-SITE TO BE USED FOR WATER STORAGE DURING lHE COMPLEl10N w � / � � � � �le � � ' � O O � �i ' ��° � � � � � ` � � I PHASE. TANKS WILL BE FILLED FROM THE CITY OF GREELEYS WATER E x c n v n r i N c F O R r H e M a R K i N c o F �,/ / I I < ' ! � � I � �� o � ' �' 2 ; : . ° I I UNDERGROUND MEMBER UTILITIES N ` " � ' d � SYSTEM. BY FILLING THE TANK IN lHIS MANNER, WATER HAULING m � � � 17&30' � I I j r , 4 O O - � � ,I� I � ° �� 5 ` ` I � �.�.o " ,~ � TRUCKS WILL NOT BACK UP TO THE TANK TO OFROAD WAlER. THIS �I / / � � � I � I , � ' ` , �C�� ' � E , ` a � - - = T F i PROCESS SIGNIFICANTLY REDUCES lHE CHANCE OF A COLLISION WITH / I , , ` O O x . `, a s : . � . a , � I � �� THE TANK. IN ADDITION, lHIS PROCESS ALSO SIGNIFICANTLY _ , �T� �--��''�—�—qp�� .`� ! i REDUCES lRUCK lRAFFIC ASSOCIATED WITH WATER HAULING.. . . < , , � . ' ° < ` � � — � � � � ` ` ` a � .d . . . . � � ,. . . e . I _ — . . . ' �, � I' .. d � �, ��''�'j ' ' � ., . li_-_r1��o.1� � , � � � . . . - , - � - � _ ,� ,. ' . _ N / � / I I I I ° , a x Q x ° � d J I ' x � � ° '�f "'" + I I �� I i 1 : 5. THE FOLLOWING BEST MANAGEMENT PRACT10ES WILL BE IMPLEMENTED � / � � I� � e `, � _ � I . , �� _ _ DURING TANK INSTALLATION: � o O o p �� ' � - i i z c� c� c� c� � � s I i � - L_��x � . : 1 , a � f o," . a �, .� � ., ° � � . ; : / � ' � ° � . . � a , , d �l �� x � .° a sa,. � ; , s ° , � a � �� ,�� , � __ -- a o O O 0 � ' . � � . :, . .. � � < , '. . ` ��' . . s � � � '° . .� � a. � � � ..,.,... , . ,. ,.... � �. � � �.. H H � I . ' ° . ,` � °�, � " � "-- �- " 5.A. THE SITE SHALL BE PREPARED IN ACCORDANCE WIlH TANK � � � � � � � � V ° � � : ` � , o : � � �, a ,, � . � ; � s � �— "` ��— " �� ""�'""r`''"'��"�""'��^--`-- w< , MANUFACTURES SPECIFICATIONS PRIOR TO TANK INSTALLAl10N; � a a a Q � L ,1 � '� � ' ` o . a s , „ ` � � I � � � � ,� , � �� , � � � � �� ' INCLUDING ENSURING lHAT PROPER COMPACl10N REQUIREMENTS w � � � � Z � lEMPORARY MODULAR LARGE VOLUME TANK I I � . . e , , ��x , , . ' < i,,,,e, uewrvPmoiremPoavaenso� ,aw�uaia�� a�aF�amao��oo p g � g g d WATER STORAGE FOR COMPLETION OPERAl10NS I I I I :' � a< , ' _ * ≥ . ` � � , . � , ` ° �'� • < s � ,, � , " � � HAVE BEEN MET. � ? � � ? Q �I I I I �: ' '^ , � �y,T3x'� . � �k � . . . �� I �^��',� �. � �� a ' � " � ': ` � I TE%AS PENNSYLVNNIA coaroaareorFice co�oRaoo LOUISIPNA ENVIRONMENTAL S.B. A 36-MIL FABRIC REINFORCED LINER WILL BE Ul1LIZED. IN lHE O � N N � � . • . � ' ��, ' ^ ' ': � s• , � .., • . < ,. , . � I . iFoeNia �a�azue:asi. i.azH...,n.��,�,. s�eeie Fieiaori�e: VO1SliCOVTROL� INC. � tO tn — . . �� ` � .�. , � „ e . a . , . � ' I � °, o 0 o p �o �o]❑o � ` , � � II -, ° . : � EVENT THAT A TANK BREACH WERE TO OCCUR, lHE FABRIC > > N l i � ❑❑❑❑ . E . . + � . . . . ,, .a � . . � ` ` • � , , a . . �a. a � �. �s . � . I "pnone:ananbs5ss Prc�e. ran2ossus �..na, nom=�ctlserso Loni�oioassoec pnore:eirani=.ss ACALIFORNIA 7 � � � � 6islBzn5neetlava R15xendenor4oe CAL S � RlEio.i% ]6GId 1^ImM1ngrppPA15:.1 ?9npna OSt� �1rcrp^RLA)110" N/�F ` ' "_"""^,s �� \ REINFORCED LINER WILL PREVENT A "ZIPPERING" FAILURE FROM w � � � = W I 'm:6>>u1556i rrna I�Of�9dti?+ Far9nutssti� � N � � _ . . M � I � � � � � � , OCCURRING Q � � � I I II� ` ��I �O�� ,„� J � I � Qp � I . d� . . ' 4 I Pleesevistlourwebsi�uFnnetli �go5eeoM�ol.com �eww_emironmen�elno�secoMrol.com I �'� � ' ^ X . ,C s . . ` a , . � [£. < , ° a I '��II 11 � ,Y.e_ .� I � �, ,`--x , ` II I '�� x ° . �s � . d , �� s , � I I 6. SECONDARY CONTAINMENT WILL BE PROVIDED AROUND THE TANK ' � a , � . , ' ; ` ° ` . , . 5 BATTERY AND SEPARATORS PER COGCC RULES AND REGULATIONS. � < < < p �I � � � � . t ' " 2`` ^ I . `I ` � ° a < , O ` ` ` ' < I I SECONDARY CONTAINMENT AROUND THE TANK BATTERY WILL � � � � � ''� d . a- ° d , � 1 �� , - � "PP�°�,"",� �°°"�,°" `�F s � TEMPORARY SOUND WALL a � � � � O I ° '° INCLUDE A STEEL CONTAINMENT SYSlEM, 30-44 INCHES TALI.., WITH p � o o a p � �� . Q �a � - < . I � � s x a a � , � a p� TEMPORARY S0UND 1�YALL= � a I � EITHER A GEOMEMBRANE TOP MOUNlED OR SPRAY ON LINER. � ^ °J � � V � \� • '• a . ' ' �� 's I� � �' ' g`� . ` ' "^ a kiEIGMT = 32' � I � NOT TO SCALE o o � � � � � � v � �� . a � 1 I L - - — �o � — =� i � - � a = r � x � a ', � ras ' Q � I � o ¢ m o n 178.30• � � \ � � , T _ � > m M so.000 eLL � � \ i I ° ° ; , , ° ` . . � , ' I � � � � � 8 a � � � ♦ a� � \ — — tl � � < � ' � I a � , nS . .�.1 � - I . G � I a r \ \ � ♦ 4T � a Q Qe 1 /'� � � _ � A f. � < Ss ] . S � � � � .'.IW4la 1 — � V / \ �� .�� 6 ^ e < <, ` 6. � � i i � � � . A � � � � a a d a . . � � . _ .. � � � � � p m \ � �� u vr � � � � � ,a . p 1 � � s � � � � � � u � _ � _ a de n — � W � � � �� . �� a _ / ` \ • l � f 'e a �S a tl. � I \ . � / I ` 2 W . � S � e ° � � � � � � � a � \ . / j I % n � ' ' � � � i � . . . � L a Q � n . S . f � . I.� Fr . I Y Q � � � � 1 � � / � 4 I � � / . � . . _ � #�- � � oerni� ¢ . � . � _ - � , � M ` — _° g , e a ` . � ` t ��- �A: ii _� .-s a . ` � . ' . . . . :, _. CCC1I� W II a s � �� s A a a 1 , a `v e1 � � 1 �. I I / /I /�\\� �� I I arrcm arara L a .:�� / � �� u . � � .e s d o d [ n . � � � � ��w m �� rz x+tw £'. � � � u � a _�� / � � � A w✓ v �::n � I a . � v . .. _. T� lEMPORARY MODULAR LARGE VOLUME TANK EMISSION CONTROL DEVICES s' i ' � • • ° � " � a I � � � , ,. � ,,oMw ��-� � a ' °�� V a�NM WATER STORAGE FOR COMPLEl10N INSTALLED DURING DRILLING � � ' .l ' � - . '- I �' % � � � , raNrroacHaacEvivEnaaNirom � oEiA�L , w c� OR COMPLETION PHASE I � - . � � i �� w�._. , �_.. . „�.. � 'r , .w. „�=,Et � '� �' �^ 1 � . F° n / � A c.vr.0 i- n�F v iruw �EKQ�IO/✓ATSTf�/RS � OPERATIONS NUMBER INSTALLED " � "� °' '� O --d , � ` "� . � i �. ��-,� �, . ..".. DEPENDENT UPON NUMBER � < -_ - ° � ° ' . °� � � ^��-� �� t Z � wOF WELLS DRILLED � ` ° ° " I ��a � � vg��'fl��' w � � - � � ' � ,s�..� � d � ` � , � a,„. � � � OO a 1 I � � � d e 6� � secuev�...vm �i -vm _ 1 ��..ryalx � J x � � � ; �� ° ' . � �L � PLAN 600008B[ Fft/lCIANN •••�� B � � � •a,_ — :��.,�: r w � x> ... Q � Q w INSTALLATION OF SEPARATORS ' . , : ` ° � � ; � , ; ` _ � � il =° �, e , Z J Q DETERMINED BY LOCATION OF I I � � _ . � �� ' ' � � `�� `^""" � - P � � � n —_ � � � � x WELLS DRILLED � 1 ° � * ' " � � � � "� =y�=��- �- O 3�� . . ��_ �� . � � ` i � �i 'a urcmNcene �T „�,�,�, ...- � � . • � � ` � � a;. � _ e � .�� a � < � I TANKF/CLPIPEMAMFOLD ly _ �. �I NANOR4/LATPL4IFORMB.�, TYPICALSTAIROETAICJT .. ..., H 1 � O F v I � � ,. U � � rN � 178.30' x I ' ,� d � � � � ,.,�� ' � ; „�. 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A .,.-. ��,I i�� , -� , . .... project no : 013 2978 a ++ ` _ -- - . � _�, ':. --;: ' .rci ..:, .., rte ecnnonrao T-O50-2 � drawing no.: 013-2978 / V .� i- date: 09/04/2015 L� � x x �/ 'F/ w I I � � MODULAR LARGE VOLUME TANK ( MLVT ) SHEET 3 Q NOT TO SCALE 0rJ OF 06 � � 0 PRODUCTION PHASE SCHEMATIC �� U N / / i y ' _ _ O _ _ — i/ ^ `. � � O �i : a /i ��' z . ., d � / , % s` ° Q .e / . �, � 3 P� �r' '� i � �,,= � � � ' a .; ° , ' � �` 4>>g \ U 3� � — , ��X �/ i .'. � ... _ � ,1�` �� m � � i � ii Q �_ q /j VU � � ,�'"� �� // � ; � � ��I � � N a P �-'" // i � ' � �°� � N � a ,�'� � � // , . - -- a»� � < a , �=' x i// � �} - �` — � � Q � � � = �/ /� � ` �b �`° , � , � � � w , ,�,z= < i // I F G � ,, �� ' < , , PERMANENT ACCESS ROAD �� < , } , / TO BE USED DURING PRODUCTION O� 30' 60� 120� � �'" / / / ' 1 . , �� SCALE IN FEET �� } � � � � . �� / � ` /' �- - - - - - -4�8p � cg— a , � � „ , ��"�� ' a � '� �! � PLANl1NGS \ ' � � GENERAL NOTES � / � — om � a � REFER TO LANDSCAPE PLANS m "' �-' � � /° yyy} � a + � � , �d ANDERSON �. o �,--' � i % ;� a / � � � ° � 100—YEAR FLOOD 1 . THE LAYOUT SHOWN ON THIS PLAN REPRESENTS THE PRODUCTION PHASE OF THIS PROJECT AT FULL BUILD OUT. DEPENDING UPON THE � � � �,-'' �Q� h % X�' "OO , } � �f PROPOSED WATER QUALJTY PON� � BOUNDARY NUMBER OF WELLS DRILLED, lHE AMOUNT OF PRODUCTION EOUIPMENT INSTALLED MAY VARY. � � � � a � � � � � �`/ - - - — � � � � , � �� " � li ` - - — _ � � _ � � ,�-'�� - . a < A� k a .� �� ----� � u'� m .�- A_ ' /' : � � m > �� 1 . _ . --. ___ N O /'/ �� : . � ° a . �tr . . y a �� ii _ .__ N J / \ /.. ��, B � \ NOTE �,-- h +� � �° �,. , � „ � ;� q , e � � „ -- -- 47$7 --_ � ANDERSON THIS DOCUMENT HAS BEEN - , o �A a� ° B � 500-YEAR FLOOD BEST MANAGEMENT PRACTICE NOTES � i < : a � � � ' � _ — --_ __ RELEASED BY OLSSON .. ' � � . � ' � e � �� — —BOUNDARY __ ; . .� ' - a� /„ a� X X_ _ _ -- X X — -- - - — — — - � - ASSOCIATES ONLY FOR REVIEW �P / ° � ^ < s , 1e� 1 � - - - -- -- � - _ _ _ � 1 . THE SIlE WILL BE FENCED IN ACCORDANCE WIlH CITY AND COLORADO OIL AND GAS COMMISSION (COGCC) REGULAT10N5 FOR PUBLJC SAFETY. ev ReGU�arORv aGENaeS allo PROPOSED SHEEP DRAW TRAIL � / � ' � . � a . I ' EXlERIOR SIlE FENCING AND FENCING OF OIL AND GAS EQUIPMENT WILL BE PROVIDED. REFER TO lHIS PLAN AND THE LANDSCAPE PLANS / � �, � BLACK VINYL CHAIN—LINK FENCE OTHER PROFESSIONALS, ASD IDS PER CITY OF GREELEY a * � `� � � /. ; s � � � � REFER TO LANDSCAPE PLANS PREPARED BY TB GROUP FOR LOCATION. SUBdECTTO CHnrvGe. rHiS , � � � ' I ' 4782 -- 2. SIGNAGE PROVIDING COMPANY INFORMATION AND A 24 HOUR CONTACT INFORMATION WILL BE PROVIDED. REFER TD LANDSCAPE PLAN FOR DOCUMENT IS NOT TO BE U < � " / � � e 4782 � - � -�--- --- --_ _ LOCATION FOR CONSTRUCTION. �P� ANl1CIPA TRAFFIC A ; - ___ _ _ • PATTERN 0 TANKER } ' , 4765 . - - - - f TRUCKS � � �- - 4787 __ � 3. ACCESS TO THE PROPERTY WILL BE CONTROLLED BY A MOTORIZED GATE OPERATED BY A KNOX BOX KEY PAD. REFER TO THE LANDSCAPE / � � / r�i� � -- a -- ° . ' PLAN FOR SPECIFICAPONS. . � . , � � ' =. � „� ? : � OLSSON ASSOCIATES ASSUMES G� � / u� � �/ �0- 1�� ' . ° . r ' • � � `�� ,. ...� � i � I NO RESPONSIBILITY FOR GP � p� � ' � � ° . f . ` ` _ ; � 4. THE SITE WILL BE MONITORED DAILY BY lHE OPERATOR TO ENSURE OPERATIONS ARE FUNCTIONING PROPERLY. DAILY REPORTS CONSIST OF � � � ,, , � / p � j , �`� ' + ' � � " ' " ' ° _ , � � TANK MEASUREMEN AS PRODUCnON ESi1MA RESSURE READIN N� GENERAL FACI�N CARE AND MAINiENANCE EXISTWGUTILITYLOCATIONS v .i �, < i i � 4783 - __ TS G iES P GS A / ��/ -, / i il . . . J . .� F ' . PROPOSED LIGHT� .?� ` , ' � ` - . i -- �, _ - - - , ' ' ' ' (HORIZONTAL OR VERTICAL). THE � � y ; i -- � � , ' . ' , ` ' 1 1. ; '" . 1 . � � ' i 5. SECURITY CAMERAS WILL BE INSTALLED ALLOWING THE OPERATOR TO MONITOR THE FACILITY. ExISTING u71LITIES SHOwN ON �- ° _ '` < < ' i THIS DRAWING HAVE BEEN % • ' �- ` - " -- � ' ' I � P� __ _— , , , , , -- ; , -- ° ' °" ' . lWPPRO�CIMAlE LOCAl10N .OF GA'S � , � . � u 6. THE OPERATIONS OF THE FACILITY WILL BE COMPLETELY AUTOMATED ALLOWING lHE OPERATOR TO MONITOR ALL PRODUCl10N OPERATIONS PLOTTED FROM THE BEST C� 6 � _' = � —I_ ;� -" " .' , `—� a , —; SALES LJNE. 'CONNEGTIOLJ B�' "OTHERS. � � _� � ` REMOTELY. IN THE EVENT THAT THE FACILITY IS NOT OPERATING UNDER NORMAL CONDITIONS, THE AUTOMAl10N SYSTEM WILL IMMEDIAlELY AVAILABLEINFORMATION. ITIS a 9 ' � � � P � ` - ° ` , ° ' „ < � � " � ; ; , Y � I NOTIFY THE OPERATOR. lHE AUTOMATION SYSTEM ALSO HAS THE ABILITY TO REMOTELY PERFORM AN EMERGENCY SHUT DOWN IF NECESSARY. rioweveR7HeResPONsieiury / h��h V ` 4j � . . I, I ~ \, ` - '� � � I�l$TALL $ECURITY FENCE ; ' a ', � 4784 - _- _ _ _ _ _ \ _ _ _ -- OF THE CONTRACTOR TO FIELD � cr � � S@) �A I ; . y GF� ` � T Y p� _, G A L V l�N I Z E D, C H A I N-L J N K � `,; ° ° . , � 1 -- - - -- 7. EMISSION CONTROL DEVICES (ECD) AND VAPOR RECOVERY UNITS (VRU) WILL BE INSTALLED. BOTH UNITS FUNCl10N TO REDUCE VOLATILE VERIFY THE LOCATION OF ALL _ ¢ '� �� ` � , 1 � \� � P' � S , ' ° �� z �' ,` I � � m °° `=, • HH€IGHT, — b� 0 FT � ` � � ORGANIC COMPOUND (VOC) EMISSIONS THAT ARE GENERAlE� FROM lHE CRU�E OIL CONDENSAlE TANKS. THE ECD AND VRU �EVICES REDUCE UTI�ITIES PRIOR TO THE � � ' ' O� v' .(/') � —,a— _ _ � ,v � ° as JA�' 4� 47g0 � ° _ � , ` � . � ` / � ` 1 a � 1 , , _ _ 1 1 \ � < ��; VOC EMISSIONS BY AT LEAST 95� THROUGH COMBUSTION AND SEQUESTRAl10N. coMMeNceMeNr oF nNv � ' � : ' � '° ? -' <? �� , . - , �� C � UCTION ACTIVITIES. ; � �= 47g5 � , � L t � m i i , ' �° . ; , - �- 8. REGULAR FUGITIVE EMISSIONS AIR QUALITY AND GENERAL FACILITY INSPECTIONS WILL BE CONDUCTED BY CGRS, AN ENVIRONMENTAL � , CONSTR a) I � � ' . , , ' WELCHEAD5 TO ,BE FENCED ' ° < ' ' , � � � COMPLIANCE SPECIALIST. INSPECl10NS INCLUDE: + < �-- - - h786 ` . � ' `� � � � I � 4� � x , �, � ' � � Ft �� GR U " ` ; � � 4785 - - - - _ _ ._ _ � � _ .. � _ INDIVIDUkLL�( 0 � AS q P � � , , I ^ �' � �^ ' ` � , , �� ' ^ . = pEPEfJDING 4N WHEN HEY,ARE�' °, s ' ,. , , � — � 8.A. PERFORM GENERAL TANK BATTERY INSPECTION TO DOCUMENT ANY OBVIOUS ISSUES BASE� ON THE CDHPE—APCD OIL AN� GAS i , / °B ` ' O O ° ` , � ' CONDENSAlE SPOT CHECK INSPECTION CHECK LIST _ � — � DRILLED _' � � , . ' . c� � � J � sA � � � . ___ � � � � � � � y ... — � � � � . �� e .� .' a � y-� . e � � � _ __ __ °� �� _ < � a � Q � I I q � , � � , � � I ^ � . r � �. i � ` G� , � . � s , ° ' , a � , . , i i 8.B. IDENTIFY ALL POTENTIAL FUGITIVE EMISSION SOURCES BY Ul1LIZING A FORWARD LOOKING INFRARED (FLIR) OPTICAL IMAGING CAMERA; � � ��l < � � � � I�i � /, , ' � � APOR` � � � ° ' � ` ,�, s ° . � ' °. i f — MDDEL FLIR GF-320. I �� / � � s� A � ; , �� x x � � � ;�'i �, '� � ��< �' � °. �CO�Y� UJJITS ; � � � � . � � ° � � ° "° : � � ° , � � � � ' --- - - 4788 _ _ _ - _ - - - - 8.C. DOCUMENT AND RECORD BY MEANS OF PHYSICAL DOCUMENTAl10N VIDEO AND�OR PHOTO ALL FUGIl1VE EMISSION SOURCES � ; � TOP PROPOSFD BERM � � . � O O � „ � � , s < , � . ` , ., a ��; . � .'° < ; I i — KIIOW WI18t'S I�eIOW. � � G CONSTRIi�TED FOR m aI � , � � �� : � � � ' � . � � �� , , , , �� " , , a �- i 8.�. LABEL TANK BATTERY, SEPARATOR, EMISSION CONTROL DEVICE (ECD), WELL HEAD, AND OlHER EQUIPMENT THAT EXHIBIT FUGIl1VE ' P � , ZO / �-- . / � / SCREENING `� � ; { I , a ' � a f � x � - �-_ s . , ° ° `-- ° . . :, _ ' q ' , EMISSIONS WITH A UNIQUE NUMBERED �FUGITIVE EMISSIONS INSPECTION TAG. CBIlbeforeyoudig. � 5 � 4 8 � X O O �Y ., � IOR OR ' �. � ^ �� , ` �� ` . . , � �. � 3 CALL 811 SEVENTY TWO HOURS � P 78 � � � J . __ _ . , .. � , . �I K . �; .1 . : . ` . , .. s . � �. : � � "� ' -- __ _ _ __ _ PR TO DIGGING, GRADING . a . 7 , : , . . t: � w G � � ; �'` � � ^ . s . �,, a �- � - - - ; -� 8.E. MARK INDIVIDUAL LEAK SOURCES WITH A TEMPORARY YELLOW MARKING (AS APPLICABLE) IN ORDER TO FACILITAlE IMPROVING excnvariN� FOR rHe MaRKiNc oF - . . - � � � � / � — �. �O ^ ', ` ° ° '- ,1 , a a ' ' i j - - 4 �87 \ _ _ - - - EFFICIENCY OF SUBSEQUENT REPAIR5, uN�eRCRouNo MemeeR uriuries � . � L� - -- . P,� \ ` � icci � � x � ; . t .11� . , ^ .e � x .r . � ' ..�� , . e i � � ooaa � � a o . : 9 � . � j - - -= G / � � � , � � ' , ', , A ' � � ` .� _ , � , ' , , ' , " ' � ' . ,. � ; , ' ' ,, " � ' 8.F. PERFORM FUGITIVE EMISSION MINOR EQUIPMENT REPAIRS (AS APPLJCABLE) ON LOW-PRESSURE COMPONENTS USING BASIC HAND TOOLS ' ' . x _ / / �' - � ANTICIPATED lRAFFlC � O O , r° I � ' ` � `-- ' ` _ ` � a a_ ` . ° ° / AT THE TANK BATTERY AND WELL PAD. � ( � � � � V � � � a � _\ PATTERN OF TANKER � 1 r , /� X ° o ' < ',i, l � i ° " ' < ° + ` ' a � � � � �° , . n ; - = ' 8.G. PREPARE A FUGITIVE EMISSIONS INSPECTION AND OPl1CAL GAS IMAGING REPORT TO DOCUMENT AREAS THAT REQUIRE ADDITIONAL � / GP5 �R TRUCKS ) , . � _ _ - - -- - Q � / / � �B9 � i . � a -- l:. -V _- ' t ^ �..\ ��' ,�al . Q ' �.. . � - . .: . ' , . ` .. � � . � , s . . � a :�:. a ' � - - --- 4788- --- - - -- - - - -. -- " c7 c7 c� . " . ' � _ . ; � REPAIR OR MAINTENANCE. �`� / � � 5 O O ,l I , , i � 4 � , : , � .a ; , '�' ° ° ' � . r . ' . � , , ` � i 9. THE OPERATOR HAS DEVELOPED AN EMERGENCY RESPONSE AND FlRE PROlECl10N PLAN SPECIFIC TO lHIS SITE. O o O O 0 i � ' _ i S � � . � I � , �, .. .. � GP / / cdM I ` ' x sb �. . .,�i �� i.Il � � , . � � � . . , � ., ' a s e . . - , , � I _ ,- � O. . � � O O � / � - � __ -- - — RY WILL INCLUDE A STEEL CONTAINMENT SYS , 0-44 INCHES TA , TH EITHER A „ , ., , SECONDARY CONTAINMENT WILL BE PROVIDED AROUND lHE TANK BATTERY AND SEPARATORS PER COGCC RULES AND REGULATIONS ; . � O O � � , _ . w ._ • . ^ . +< �. , � . , ' i' ' ' " ' "° ` �^-��— — _ ' ' � + ` ! _ __ SECONDARY CONTAINMENT AROUND lHE TANK BATTE TEM 3 LL WI c� a � � ¢ N P,S � / � � �� i ;' � , , ` ° x �;^ . , ; � � � , °,�; ° � -._ � � _ -� i a9. — � ;- — GEOMEMBRANE TOP MOUNTED OR SPRAY ON LJNER. w � ~ ~ � Z m G / � � � � / / � � n � � j j �'. r 9 'X —�___ x ' � ` '� I � .. . a ' E . . ' s a. � I ___. ___ 41 ,. _- —" � � � � � w � � a / ' ¢�g TANK BATTERY �e , � = !"�' 'i � , , " � < � " , `_ ' � 1 � � 11 . ANY MATERIAL NOT IN USE lHAT MIGHT CONST1TUlE A FIRE HAZARD SHALL BE PLACED A MINIMUM OF TWENTY-FIVE (25) FEET FROM lHE � � m m � _ I / � _ , � 47 , z�' � I � ,, � / ' ' � ' ,��'�j` ' _ ' . ° , , , ., � �� WELLHEADO TANKS AND SEPARATOR. WITHIN NINETY (90) DAYS AFTER A WELL IS PLUGGED AND ABANDONED, THE WELL SITE SHALL BE p � � � � (A 0� � � . � — — — — — � I . � r � . a" � i x _ _ _ ° `: � � � � � " ��' ° , � , � � � — � CLEARED F ALL NONESSENl1AL EQUIPMENT. u� � � � � ' � ' �, � , a. . > > N ' • ; � � � � "' ' Is ` � a" � ' ' , � � �- � �' � � � � s ° �° , ` i � — — � J 12. THE OPERATOR SHALL IDENl1FY THE LOCATION OF PLUGGED AND ABANDONED WELLS WITH A PERMANENT MONUMENT WHICH SHALL INCLUDE W � � � � w M ' ° . ° � � ' � / ` � ' " � � ` • ;'' ' � ' � THE WELL NUMBER AND DATE OF PLUGGING INSCRIBED ON THE MONUMENT. � � � �' � � � INSTALL SECURITY FENCE , - = — �`� � �, � . 1 I < , � ' . , a � � '� �--� — >= - I — —4790"— — � � — __ __ __ TYPE = GALVANIZED CHAIN—LINK l :' .< < " ' x a^ ,1 . ` ° ; , ' , , � , ; . , �'° _ . ` _ , 1 ' a i , -- - 13. AT THE T1ME OF INITIAL INSTALLAl10N, ALL PUMPS, PITS, WELLHEADS AND PRODUCl10N FACILITIE5 MUST BE ADEQUATELY FENCED TO v � � HEIGHT = 6.0 FT K r , , ' ` � ` ' 479� � i < , Tsx` � x I � `' ' ' ° ` . , ; ` �' ° ` ' . ES, ALL SUCH FACILIl1E5 AND EqUIPMENT USED IN lHE OPERATION OF � o 0 0 , � '� , , . I U � x� , � ` ' � " ' __ _ --- -- - OUNDED BY A FENCE SIX O ET IN HEIG , F NONCOMBUSTI6LE MATERI , ND WHICH MUST INCLUDE o � � '--- -- --- _- - - � I � �o 0 o p o 0 0 � II " „ , , � ` a A GATE lHAT SHALL BE LOCKED. � � � , � �00�� i - �� • � o o � J � - � . > � , �" � � �` ., . , � . a , , ' � tL= (TYP) ' � � r rn __ -- . ��. �. ? ' . - '- . . � ° , - - � . -. � . < r �z o O a � - � - � � '� '- _ �. o 0 0 0 �, .,� J � . 1 .. ° a . . .. < K--�d '.� . �- _ � - � - - 4791- - - -- - - - , � A COMPLElED WELL MUST BE SURR 6 FE HT 0 AL A ¢ 00 . , . , . . , T � - d , : � . . �' . a a � . d � 1 I ` "' . e . . . . a a a a . S , a �. . � REFER TO LANDSCAPE PLANS � , � ` ' . , , a . R � X . �P � � ' _ , � � . , < a x , � , . . , a ' ^ � � i - - � - - - � z a m c� o M - - - - - 4�g2 FOR GROUND COVER Kcr � ,� < < , ' � ` , I - - -. , _ . - - \ . s . ,. \ � 1 � � V� . . . �� d � �� . ..� i . , � . _ _ / s ` � � ♦. . \ v ..:� / � i '1.�1� n a • � ee l � � � a . • � - ' " - --- -- - - \ . . � i �� x : _ , ,� r . .. _- -�- � 4792 --- - - -- ln �__ _ _ _— - . . � . . - . . . ` _ - - __ � - . � � . e a � ` �-a � /T . , , < e�• �� . < � . _ " . T . �� ' : � 44 a �' ;°_�. . . , � . l� � BLACK VINYL CHAIN-LINK FENCE ` 4j9p -�= - - - " "� � ; ' ; a ` � ' , 8 �� ` � i _ _ - - - � N � REFER TO LANDSCAPE PLANS O , g�9 � ' I �- ; � � �E 1 ` �� a ° �� ' , � ' ' ` ° � � ' ' ¢ 4 � .., „ , . , � � , ' . . a � . � �. . � • . . ' � _ � � _ � p � . ..� • � 6 . � , a . . i � �, � � � � oe 0 I ' , _ - ' ERM ' � 0 � � � ` , . � ,�� ^ 1 ; ' �' _ 4793 - _ . - - - - - - - : ,ay - �� 4793 _ � 8�� - -- � � � g �m � - �-� ° �s , 1 a , . a . .-; - . � � � � �` � _� _ - � � CONSIR ClED�FOR � � � � n � '" � "" g '_ -"' — � � �9 `� / ^ . ` �� AN1iCIPATED � 011�� A� �� a � "' SCREENING � rn I EMISSION CONTROL " A � >9 `� O ` ° m ' � ' °i °J I � - - - - - - w u�i � � DEVICES A�. Kc � 4) `S ' � 8 ' ^ " . ° � • = a � d � � . �`�� =L1Nfx � , , a � � � � � � �M �� 93 \ �-- - ' a ` ` . �. . 5 . : ` � _ _ 4794 - - - --- '� � . . ti � — . < ,, ' : - , B � , I � -- - - - - - --- — -- ' _ • . . ' .. � . � — __ ' (� A � . . °' . < �"� s � - 4� 0Y. - � YT— � � H i N � ° � �1. .` � � � � Q � _ a �� — � � � � � / � �Y � a _ � � a _ _ ___ _ � � � a / / Y _ - - � / Q 1 a\ � � ' � � PLANTINGS � � .� ' � � _ — � . � � � � � W a . s � " � � i ` = SE�ARA�OR a � . ° . a� � � : � � � � J � Z 7 W I y.�i � REFER TO LANDSCAPE PLANS ��I �� , , . i TyP) ` ` � — — — W m / . � a ' Q a . � 4 �/ � x � � �. ' . < , , a , . . - ' ° ' j � _ LL � � � . . � l � ° ' � . . � � . . . . . � I � � 9 z d m _ - - _ _ _ , - - _ _ — ��eS - - - i � ,� , - - — - - — � 7 3 � � i � � � � / i � � � \ � � . < < ., .. . ? `. � a� a � a / I � O ` 'o � — — " INSTALL SECURITY FENCE '" � � _ � � i I � � �—� _,� - - � — �' -�. —��-; _ � -� , � ' � � � � � Q � _ I i <, , z : — Q c� TYPE GALVANIZED CHAIN—LINK .. . „ � , � I � " ° REFER TO .LANDSCAPE" PL,4NS4 , � ; ' 4jg6 REFER TO LANDSCAPE PLANS � � U � � � �� ' r . x \ i i — HEIGHT — 6 0 FT � � � °a ° � > a FAR GRDAIND' COVER ' ' � - FOR GROUND COVER __ — U ACCESS ROAD � I ^ � _ - - - - - � - - , _ 4 , � � � p� °, .� , m . � � ' , . : " i � � Q � � . . � _ -- -_ � . . a : . . -_ _ _ - � __ — __ _— _ _ _ . ___ __ _ � _ _ —_ _ __ __ il ' I t9O . , _ s � ; � � � d eo � '- - - " - 47gg_ � , { - - T - ° ' , ` � -- - _. � a n - � - . ; � - - �� - - ' `_ ' < ,. , , . . � � , ' � _ 4797 - - - - i " Y � � �, — . , m O � ,� . Nx \ � �y , . , . . � . . . � � . _ , U M I . . - . -. " ... _ . . .. ---- i� � i '� - -- - ' w � � %� I -- � -` - -�-- � �nrn ` -- - - - - - - - - - � - - - I 90 - � , _ . a . _ , � � �� — -- - -- 47 j � � � � - - - - � � - O � ..-- 4797- . i- � i � i � - - - � - - � , 419$ - - � � � � LL.� � � � O — � �aF, r � � � O � � I` o � „ v tii � � � I � 4800 _ _ - � - � � --� i �; �! — __ '_' � _ ,__ � � . i .- _- i I f ^ -� � % x � - - ._ - - '_ _ � — — � J . � W �, _ -'_ � \ _ _ __ '_' �. _ _ �_ "' _ — '_ __ - - __ __ —. — __ _ _ _ '_ — . ;- / __ _ — ,'I ' ' ` � �� i _ _ __ ' � . � " i — '-___ ___ � —_ _— I � I ` - _ _ ___"'_'_' _______ _ _ - _ /� - \ _ ' - � _ r '-' ` - - - -- � ^ 4800, � - � � / �/ i � � � - - � 4798- l '�� i �' 4800 �-__- . . ---- . 4199� - ' � � � i �� . _ _ - - - - �--- . — 4798 - � i� W - - - 10 , � � � J �� x _ - -- - - -- % I I � °� " TOP OF PROPOSED BERM � � � W / � — - — — - � i ' ' " CONSTRUCTED FOR � � � � � � � - - __ �' / x SCREENING � � i � � � � - __ _ - - — _ ; - - - � i � �/ ^ \. . -_ __ _ _\ I � I - / � �/ i � / �/ LI� , � - / / � � - i / / " � 4 _ - - - - -- i � — + / � - - �ii i � - � 4j99, _ — � � I � �� - - -- - - --- -- - - - - — � _ � � ` _ J � � // � - i � � ` x � � � �� drawn by: BK/EKM � � ,I � � � checked by: JEZ 1 � � V � A I I /� - - — - - - ` — _ I I REFER TO LANDSCAPE PLANS � � _ -- - - " �.// - "i i %i / ( n, /'� -- - ` / - i i ii /�. - - - - - - - � N _ _ - _ - __ - .� ` ��^_ x �, ' � i � � i � i/i ii �/ approved by: o � — _ - � � � � x FOR GROUND COVER _ � qg00 � � � �� i .�/ 4A/c]c by: •�CO � _ - � ��.. ��. � � � W I�� / � �� // � // � � P(OfBCI f10.: 0� .3-ZJ7B U � i _ — � � — / � i / / // � / \ \ - - - - - - - \ II � � _ _ J � , } -- - jj !� y, . .� drawingno.: 013-2978 a ++ — � _` � 1 / / � / � `/� __ — /% /i ', = ,, . - date: 09/04/2015 N � ., � �� , i \ � �x i l�" /// /i/ i � i _ �.L � � � � V � ' � i � / / /// � � � � \ � ��_ - _ _ \ �I i 1 � I� � � / � // - /� /// / �� / __ __ - -_ - __ - _ \ ` � x II . . � - - _ — � � \ \ � 4807_ � � p1-' - --- - i i 4 � /�, ��i � X � - - � - - - - - . 4a , �� , , — �� - SHEET � a x ' �'' ' `� 06 OF 06 00 Statements/Commitment Issues Proffered by Appellant (at hearing) • During completion, improved low -noise diesel engines • Compressors run off of electric motors • Model and equipment tracking for entire site • Use of 12.5' tall tanks, versus 20' tall • No drilling waste on site • Response personnel, frequent per day and night watch • Multiple legal access points ... with the following Conditions of Approval: [those in Council Summary, plus ... A) During the completion phase, only modern low -noise diesel engines (or electric motors) may be utilized. B) All compressors constructed on the site must run off of electric motors. C) The applicant must maintain a working model of the site and operations, including the ability to record and track specific equipment for the entire site. D) All tanks on site must be no taller than 12.5 feet. E) No drilling waste (cuttings, etc.) may be stored or kept on the site permanently. F) The operator must have regular response personnel available and visiting the site, a minimum of two visits per daylight hours and one visit per night, with minor exceptions allowed for weather conditions, etc. 6) Prior to drilling or being preparation of the site, the applicant shall provide evidence to the City of legal access to the site from three separate access points through easements or letters of agreement. ,` " TRAI LS � � M B�IC�11 CNS �, ; : ,, V� ' �\ G7A:`�I c� �,. °v, �..�,.�';-:.,i' Map12: Priority Trail Segments � ! The long range plan is to extend Poudre River Trail Lrong•Range�Expected'Growth�Arex—•�—� —•r---"—"�--'" �-.�, southeast to the confluence ""_""_" __"_" " C""_"'_ �_"_"_"_ " " \ ` "�•`+.'_' _" _' � � � � _ � — — � � � - ' '�---' of the Poudre and South � � �� t � � � Platte Rivers, connecting to � � � � � � Evans and eventually to trail � ♦ � �_ _ � � systems that run all the way � � — � : � � � � to Colorado Springs. (PRTC, �� i n � � � � Inc - www.poudretrail.org) , �,`I � � 1 i—` ` "�— l �' ,� CR OStreel � ' , � � � I —� V � J \ �" � / '� � � � � �! J / 1 �'"_' /� ��a � •-•----�-i� �i � � � 8 I ' • ` � i iY'�� ' � [ W� "I 1 �' \� `` _ _ _� � ' i ` � � �� / � r � � 1 � ' 1 v � � . 85 1 � � i � 1 �„�l �I .� r � 4 � - - -� i � N � ' a� 1 � .. � li �� , �' `. , � n i n � 3 � ≥ i, ! _ _ . , I � 'v �. �m r � .r� iWM1�$L qr� n 1 �. � /'� f � iil i �c � � (/'�J � , I '. I L �, � - �� I + � U 1 � .-�-./� � ' I I. � � _ � � .r��/ . j � r 1.�-�. _ _ 't.. . �� ♦ � ��r �, � i � � 1 � ��, . T / n � r � �� ! 1 � `m � O � �� I � 36 , , � �j + 30th�5L O I O'� ' � ' � � � I \. � _ � 11 i i s w a �y � i� !�. r� y s'• 10 • : i - _ s � . _ _ i � � .. � � � ` s5� � , '\ `�� I' A �n n �..� � � , / � �•�"ti,-/ j � � � � 4 1I � I 1 I F ' � � � .�.�.. F i - • O r� ��-�.-� 11 ,-�, , � , � ! ' O ., / / .. %. i i ` ' T--,,�� t '; - . , t ` � . �..--�------n.._: � ., � � -- -�-----�--------�-�� ------ ! � � ` � � � ' � �` � . !1 I ` ,.��ti �. .�1�.��.�..� ` J c� LVl� � � City Limits Existing Park or Open Land Existing Treil Network Proposed Trail Additions Treil Priorities Water Body School On-Street Trail On-Street Trail "� � � Underway � Off-Street Trail � � Off-Street Trail � Short-Term River � Sidepath � � Sidepath Mid-Term LongerTerm tredeyParks, TrailsandCpenLaridsMasterRari 43 Hello