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Home My WebLink About1.00 General Application Materials_PartE!. !. !. !.!. !. !. Existing Summit Gas Pipeline Existing Access Road End of Existing County Road 7S 93W 7S 94W CR317CRC R 3 1 7 A TEP ROCKY MOUNTAIN LLC BAUER, GEORGE R WHITE RIVER NATIONAL FOREST TEP ROCKY MOUNTAIN LLC BAUER, GEORGE R CPX PICEANCE HOLDINGS LLC WHITE RIVER NATIONAL FOREST FISCHER, JOEL & CINDY BUREAU OF LAND MANAGEMENT MCKEE, ROLAND PAUL & PAMELA S TEP ROCKY MOUNTAIN LLC HAUQUITZ, STEVE ENTRUST RETIREMENT SERVICES INC-FBO DAVID ADLER IRA# 13618-11 MCKEE, ROLAND PAUL & PAMELA S GORDMAN LEVERICH LLLP TEP ROCKY MOUNTAIN LLC YOUBERG BEAVER CREEK RANCH KARR, ELIZABETH & JOEL RAINEY, MICHAEL & CHERYL BEAVER CREEK HIGHLANDS LAND AND CATTLE TRUST MID STATE CONSTRUCTION CO INC 401K PLAN-FBO WARE, WILLIAM S GORDMAN LEVERICH, LLP Beave r CreekS. LEVERICH 18-13 S. LEVERICH 13-09 18 19 14 13 2423 Legend !.Building Unit (Verified) Proposed Working Pad Surface Proposed Oil & Gas Location (LOD) Intermittent Stream Perennial Stream Potential Wetland (NWI) Existing Access Road Existing County Road Existing Access Road from CR317 (not requiring new disturbance) Existing O&G Location (TEP) 2,000' Buffer (WPS & Access Road) Parcel Ownership (from Garfield County) Document Path: T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.b.(07).F Access Road Map.mxd TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AT Date prepared: July 8, 2022 South Leverich 13-09 Pad Access Road Map Lot 3 & Lot 4 of Section 13 Township 7 South, Range 93 West 6th P.M.§ 0 600 1,200300Feet 1 in : 600 ft Notes: 1) All Building Units/High Occupancy Building Units h ave been verified by using one or m ore of th e following data sources: County Data, Aerial Im agery, and/or Field V erification. No building units were identified with in 2000’ of th e access road. 2) All Waters of th e State h ave been verified by using one or m ore of th e following data sources: USGS Hydrological Data and/or th e National Wetlands Inventory Data. Th ere are no access road im pacts to WoUS/WoS. USACE Section 404 perm its are not required for th e proposed project. 3) Th e existing access road to th e South Leverich 13-09 pad traverses th rough th e Beaver Creek Surface Watery Supply Area; h owever, th e City of Rifle h as decom m issioned th e intak e and is not longer using Beaver Creek for public water supply . 4) Existing access road will undergo m inor m aintenance actions, if necessary, during site construction (i.e. spot gravel, storm water control m aintenance, etc.). No new surface disturbance wo uld occur along th e existing access road. - - D D r:J Proposed S. Leverich 13-09 Rifle Exit ExistingRU 44-7 6S 93W 6S 94W 7S 93W 7S 94W HWY13Airport Rd Megan AveL a st Ch a nc e Dr CR 320 CR 317Caerus O-18 WMC 24-17 RMV 70-35 RU 31-17 RU 23-5 GV 20-25 KNAUS 19-13 BCR 08-13 LARAMIE 20-12 RWF 42-25 RWF434-14 RMV 20-35 RU 13-7 RU 13-6 RWF 32-36 OVERACKER29-04 CLOUGH 108 HONEA 19-05 SR 23-12 MEAD 30-12( A ) RWF 23-25BoosterStation RWF 33-23 RU 34-6 LEVERICH31-09 CLOUGH 16 MEAD 30-11( C ) RWF 34-14 FEDERAL 31-01 FEDERAL 29-02 CLOUGH 31-23H RU 11-7 RWF 33-36 RU 21-7 S. LEVERICH18-13 BROCK 19-05 RU 32-12 JONSSON 19-08 RU 12-7ProductionPad RMV 107-35 RWF 23-25 S. LEVERICH13-09 RU 42-7 GV 15-36 RU 31-12V RU 21-8ProductionPad RWF 43-25 FEDERAL 29-11 RU 23-17 RWF 34-26 LEVERICH31-12 RU 22-7 RWF 32-26 RWF 22-24 RU 21-8 LEVERICH31-06 RMV 22-35 RU 14-6 RWF 43-23 RU 12-7 RWF 14-13 RWF 22-25 MEAD 30-13( B ) HOOKER 30-02 SR 43-12 RU 44-7 Beaver Creek Pit §¨¦70 15161817 2120 2219 27283029 34313332 14 13 2423 2526 35 36 6 45 3 98 7 10 18 1617 15 222120 19 283029 27 12 11 12 14 13 2423 26 25 Legend Existing Lease Road Existing County Road Exisitng Highway Existing Interstate Existing Pad Haul Route T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.b.(07).F Haul Route Map.mxd - ATankersley TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AJT Date prepared: June 14, 2022 South Leverich 13-09 Drill Pad Haul Route Map Notes: 1) Distance from I-70 to S. Leverich 13-09 Pad: ± 10.10 Miles 2) Distance from I-70 to RU 44-7 Pad: ±10.11 Miles South Leverich 13-09 Haul Route Segments Name Surfacing Length (mi.) State Highway 13 Pavement 0.19 Airport Road Pavement 0.24 Megan Avenue Pavement 0.26 Last Chance Drive Pavement 0.41 Garfield County Road 320 Pavement 2.49 Garfield County Road 317 Pavement/Gravel 5.85 Existing Lease Road (S. Leverich 13-09) Gravel 0.65 Existing Lease Road (RU 44-7) Gravel 2.9 Existing Lease Road (SR 43-12) Gravel 0.61 Estimated Truck Trips per Phase Development Phase Number of Semi-Trucks Number of Pickup Trucks Total Truck Trips Construction 159 240 399 Drilling 1,119 1,210 2,329 Completion 1,394 152 1,546 Interim Reclaim 17 60 77 Production1 104 350 454 Total 2,793 2,012 4,805 1Production truck trips are a one year estimate. Truck trips will decrease over the life of the wells based on well performance. § 0 2,400 4,8001,200 Feet 1 in : 2,400 ft 26 --D TER~ !( !( !( !( !( !( !( !( !( !( ") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ") ") ") ") ") ") ") Honea 19-05 Pad 7S 93W 7S 94W 8S 93W CR319(CR3 1 9 )BEAVERCREEKRD(CR317)FS824C R 3 1 7(CR317)SCRIBNERLN(CR317A)South Leverich 13-09 TEP Rocky Mountain LLC Loc ID: 335045 SR 43-12 Pad TEP Rocky Mountain LLC Loc ID: 413683 RU 44-7 Pad TEP Rocky Mountain LLC Loc ID: 439173 Caerus O-18 Pad Caerus Piceance LLC Loc ID: 311604 Leverich 18-13 TEP Rocky Mountain LLC Loc ID: 335049Tepee Park #2 CPX Piceance Holdings LLC Loc ID: 455779 RU 13-17 Pad TEP Rocky Mountain LLC Loc ID: 323944 BCR 08-13 Pad TEP Rocky Mountain LLC Loc ID: 414294 RU 42-7 Pad TEP Rocky Mountain LLC Loc ID: 436180 Honea 19-05 Pad TEP Rocky Mountain LLC Loc ID: 335038 6 5 87 18 17 20 19 30 29 3231 12 11 12 14 13 2423 26 25 35 36 6 5 T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.b.(07).G Related Location Flowline Map.mxd - ATankersley TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AJT Date prepared: July 18, 2022 South Leverich 13-09 Drill Pad Related Location and Flowline Map Lot 3 & Lot 4 of Section 13 Township 7 South, Range 94 West 6th P.M. §0 1,500 3,000750Feet 1 in:1,500 ft Legend ")Existing Gas Well (BHL) ")Proposed Gas Well (BHL) !(Proposed Support Location !(Other Related Location 2,000' Buffer Proposed Working Pad Surface Proposed Pipeline Corridor Proposed Frac Line (5-4.5") Existing Water Pipeline Existing Condensate Pipeline Summit Pipeline Existing Access Road Existing County Road Existing Pad Proposed Distrubance Mineral Development Fee Leases Fed Leases □ D -TEB~ Geologic Hazard Report – 304.b.(7).I South Leverich 13-09 Oil and Gas Location Loc ID #335045 July 2022 TER INTRODUCTION This document was prepared to address the requirements of Sections 304.b.(7).I. and 304.c.(21), of the Colorado Oil and Gas Conservation Commissions rules, effective January 15, 2021. TEP Rocky Mountain LLC (TEP) is proposing to revisit the existing South Leverich 13-09 well pad to drill 21 oil and gas wells and place necessary production equipment. COGCC Rule 304.b.(7).I. requires the Operator to submit a map identifying any geologic hazards within a 1-mile radius of the proposed working pad surface. For any identified geologic hazard that extends beyond the 1-mile radius, a second map scaled to show the extent of that hazard in relation to the proposed oil and gas location shall be submitted. If the Operator identifies any Geologic Hazards pursuant to Rule 304.b.(7).I, the Operator will submit a Geologic Hazard plan per Rule 304.c.(21) describing proposed mitigation measures. This report summarizes TEP’s investigation into potential geologic hazards associated with the existing South Leverich 13-09 well pad. The purpose of the study was to review available geologic maps and reports, Colorado Geologic Survey mapping, Garfield County’s 2017 Multi-Jurisdictional Hazard Mitigation Plan, and data from a National Resource Conservation Service’s (“NRCS”) Customized Soil report. The South Leverich 13-09 pad will be located at an elevation of 8,007 ft. MSL in Lot 3 and Lot 4 of Section 13, Township 7 South, Range 94 West, 6th P.M., in Garfield County, Colorado. The site sits between the Grand Mesa, 2 miles to the South, and the Colorado River, approximately 5.2 miles to the North. The Grand Mesa rises to the South to an elevation of 10,400 feet while the Colorado River to the North is at an approximate elevation of 5,280 ft. This existing oil and gas location is located in an area surrounded by sagebrush and oak brush. The primary vegetation communities within the project area include Wyoming big sagebrush, Gambel’s oak, serviceberry, Rocky Mountain maple, and quaking aspen. The slope gradient, dipping from South to the North averages 15% for approximately 0.5 miles in both directions. COGCC shows this location to be within the Rule 411A Surface Water Supply Buffer for Beaver Creek, which has been decommissioned and is no longer used by the City of Rifle as a public water source (City of Rifle, 2018). Localized drainage is provided by sheet flow across native vegetation. GEOLOGY The USGS Geologic map of the North Mamm Peak Quadrangle, by John Donnell, et al, 1989, indicates that the South Leverich 13-09 pad is generally situated on “Mudflow and fan gravel deposits [consisting of] pebble, cobble and boulder gravel in a gray matrix of course sand. Poorly sorted clasts of primarily unweathered basalt, but some sandstone, marlstone, siltstone and claystone. Derived largely from slump blocks and solifluction deposits. Forms both smooth and irregular slopes, and some natural levees. Mapping indicates a maximum thickness of 200 feet. (60 m)”. The landslide deposits are mapped on the USGS geologic map of the North Mamm Peak Quadrangle. Donnell describes these areas as Holocene earthflow and soil creep deposits comprised of poorly sorted boulder, cobble and pebble gravel in a matrix of greenish-gray sandy silt restricted to areas underlain by claystone units in the Wasatch Formation. “Quaternary Geology of the Grand and Battlement Mesa Area, Colorado”, Geological Survey Professional Paper 617 (Yeend, 1969), confirms Donnell’s claystone assessment and reports that that earth movements – earthflow and soil creep (landslides) – are almost exclusively restricted to areas underlain by claystone-enriched members of the Wasatch Formation. Yeend states that earth movement of slopes underlain by weak Wasatch claystone has ceased except for local occurrences of very recent slumps and mudflows. Yeend concluded that most of the earth movement probably occurred when the climate was wetter than the present time creating porewater pressures within the shale and clay that decreased the internal shear resistance of the bedrock. SOILS The NRCS classifies the soil within the South Leverich 13-09 pad as Cimarron loam, and Morval-Tridell complex. The Cimarron loam is described as alluvium derived from basalt. The Cimarron has a high available water capacity of about 9.9 inches, and a moderately low to moderately high capacity of the most limiting layer to transmit water, 0.06 to 0.20 inches per hour. The Cimarron is classified as hydrologic soil Group C - having a low infiltration rate when thoroughly wet. The typical 5-foot soil profile is 0 to 4 inches: Loam; 4 – 16 inches: silty clay loam; 16 to 60 inches: silty clay. The Morval is described as reworked alluvium derived from sandstone and/or reworked alluvium derived from basalt. The Morval has a moderate available water capacity of about 8.4 inches, and moderately high capacity of the most limiting layer to transmit water, 0.2 to 0.6 inches per hour. The Morval is classified as hydrologic soil Group C - having low infiltration rate when thoroughly wet. The typical 5-foot soil profile is 0 to 5 inches: loam; 5 – 17 inches: clay loam; 17 to 27 inches: stony clay loam; 27 – 60 inches: stony loam. The Tridell is described as reworked alluvium derived from sandstone and/or reworked alluvium derived from basalt. The Tridell has a low available water capacity of about 5.2 inches, and moderately high to high capacity of the most limiting layer to transmit water, 0.6 to 6 inches per hour. The Tridell is classified as hydrologic soil Group A - having low runoff potential and infiltration rate when thoroughly wet. The typical 5-foot soil profile is 0 to 10 inches: stony loam; 10 – 60 inches: very stony loam. GEOLOGIC HAZARDS Colorado Revised Statute (C.R.S.) 24-65.1-103(8) defines a Geologic Hazard as a “geologic phenomenon which is so adverse to past, current, or foreseeable construction or land use as to constitute a significant hazard to public health, safety, or to property.” Additionally, the Colorado State legislature in 1974 passed House Bill 1041 defining geologic hazards that, if present, may pose a threat to life or property. For the purposes of this report, geologic hazards, as outlined in House Bill 1041, are discussed below. 1. Radioactivity: Radon is a naturally occurring, odorless and colorless radioactive gas that is produced by the radioactive decay of radioactive minerals present in the soils and bedrock. Although no radiological or radon testing was conducted, other than the initial drilling activities, the Pad does not have buildings or areas that will be occupied throughout the workday. The potential presence of radon is not expected to represent a geologic hazard or a significant worker exposure issue that would affect the design or operations of the Pad. 2. Seismic Considerations: According to the Colorado Geological Survey, there have been 88 earthquakes in or near Garfield County between 1973 – 2017. There was no reported damage or injuries associated with these minor earthquake events. Earthquakes usually occur near fault lines. Colorado Geological Survey and Ogden Tweto’s geologic mapping indicates that there are no faults in the vicinity of the Pad. Seismic activity is not expected to impact the design or operations of the Pad. 3. Ground Subsidence: Ground subsidence is the sinking of land over human caused or natural underground voids and the settlement of native low-density soils. As noted in the NRCS soils report, bedrock is located more than 80 inches below the surface at the Pad. No mining claims or public record of mining are associated with the Pad. The Colorado Geological Survey’s Collapsible Soils mapping indicates that the Pad is not within a collapsible soils hazard area. Ground subsidence is not a geologic hazard at this site. 4. Landslides: Figure 23 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Landslide, Debris Flow & Rockfall” indicates that the Pad site is not within a landslide area. However, landslide inventory mapping by the Colorado Geological Survey suggests that the Pad is located within a potential landslide area as shown in Exhibit GH-1. Yeend states that earth movement of slopes underlain by weak Wasatch claystone has ceased except for local occurrences of very recent slumps and mudflows. Yeend concluded that most of the earth movement probably occurred when the climate was wetter than the present time. Landslides are not a geologic hazard at this site. 5. Avalanche: Based on Garfield County Multi-Jurisdictional Hazard Mitigation Plan, steeply sloped areas (30 to 45 degrees) are highly subject to avalanches primarily on south exposed slopes where unstable snow conditions are likely to occur. Figure 31 of the Plan entitled “Avalanche Forecast” indicates the Pad site has a Low avalanche probability. Avalanches are not a geologic hazard at this site. 6. Rockfall: Figure 23 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Landslide, Debris Flow & Rockfall” indicates that the Pad site is not within a rockfall area. There are no rock outcroppings adjacent to or upland of the Pad site. Rockfall is not a geologic hazard at this site. 7. Flood: Figure 16 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Flood Hazard” indicates that the Pad site is not within a Flood Hazard. The site may be subject to sheet flow from precipitation events, however, storm water control measures are in place to mitigate or prevent storm water from entering the facility and disrupting operations. Flooding is not a geologic hazard at this site. 8. Mudflow and Debris Fans: Figure 23 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Landslide, Debris Flow & Rockfall” indicates that the Pad site is not within a mudflow or debris fan area. No natural drainages are located within the facility boundary. Figure 16 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Flood Hazard” indicates that the Pad site is not within a Flood Hazard. Mudflow and debris fans are not a geologic hazard at this site. 9. Expansive Soil and Rock: Figure 23 of Garfield County Multi-Jurisdictional Hazard Mitigation Plan, entitled “Soil Hazards” indicates that the Pad site is not within a Soils Hazard area. The proposed uses, design and operations at the Pad are not impacted by expansive soils or rock. 10. Unstable Slopes: As noted in the NRCS soils report, bedrock is located more than 80 inches below the surface at the Pad. The facility is constructed on an upland site with natural side slopes of 6 to 15%. There are no severe slopes within the Pad site. Unstable slopes are not a geologic hazard at this site. ADDITIONAL SOIL CONSIDERATIONS NRCS reports that the Erosion factor K (whole soil) of 0.28 for the site, or moderately susceptible to erosion by water. Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Stormwater BMPs will be implemented to control soil erosion. NRCS mapping indicates that none of the soils within the footprint of the South Leverich 13-09 pad are hydric. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The proposed development is not impacted by hydric soils. COGCC GEOLOGIC HAZARD REQUIREMENTS Rule 304.b.(7).I Geologic Hazard Map: A map identifying any Geologic Hazards within a 1-mile radius of the proposed Working Pad Surface. For any identified Geologic Hazard that extends beyond the 1-mile radius, a second map scaled to show the extent of that Hazard in relation to the proposed Oil and Gas Location. • TEP has prepared two maps showing the pad site in relation to all Geologic hazards within a 1- mile radius. o Exhibit GH-1 shows a 1-mile radius around the proposed working pad surface. o Exhibit GH-2 shows the extent of the CGS landslide area North of the working pad surface. • The landslide area located at the site of the proposed South Leverich 13-09 pad has been inactive since the last glacial period. (Yeend, 1969) Rule 304.c.(21) Geologic Hazard Plan: If the Operator identifies any Geologic Hazards pursuant to Rule 304.b.(7).I, the Operator will submit a Geologic Hazard plan describing proposed mitigation measures. • Geologic hazards related to this existing pad location may include a historic landslide as identified using COGCC Maps o This is an existing location and has not seen any issues with landslides. In the event that a future landslide should occur, TEP would enlist the services of an engineering firm that would suggest Best Management Practices. o TEP is requesting a Lesser Impact Area exemption to the Geologic Hazard Plan since the hazard identified poses no significant risk to the Oil and Gas Location or planned operations. CONCLUSION Based on TEP’s preliminary review of published geologic data, information obtained from the Colorado Geological Survey and Garfield County, along with NRCS soils data, it is TEP’s opinion that there are no known geologic hazards within the proposed site of the South Leverich 13-09 Pad. LIMITATIONS This report is intended for preliminary evaluation purposes only for geologic hazards, as contained in this report, in the project vicinity. REFERENCES  GARCO: JEO Consulting Group Inc, Wright Water Engineers Inc., and Garfield County, Colorado. (August 2017), Garfield County Hazard Mitigation Plan https://s3.amazonaws.com/online.pubhtml5.com/lcrb/zxbu/index.html  NCRS: National Resources Conservation Service (2021). Web Soil Survey https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx  CGS: Colorado Geological Survey, (2021) Hazards. https://coloradogeologicalsurvey.org/hazards/  Yeend, W.E., 1969, Quaternary Geology of the Grand and Battlement Mesas Area, Colorado: Geological Survey Professional Paper 617  City of Rifle, Colorado Ordinance No. 7, Series 2018, dated June 6, 2018 CERTIFICATION I, Stephen Sunnenberg, certify that I am a Professional Geologist, having met the educational requirements and professional work experience required by C.R.S. § 23-41-208(b). I certify that the Geologic Hazard Plan described herein is, to the best of my knowledge, accurate and complete. __________________________________ ______________________ Stephen Sunnenberg Date Professional Geologist 7/8/2022 The South Leverich 13-09pad is located within a landslide area per the Colorado Geological Survey; however, the landslide area has been inactive since the last glacial period and poses minimal to no risk to the Oil and Gas Operations or the Location. Please see the Geological Hazard Report for additional details. I, Stephen Sunnenberg, certify that I am a Professional Geologist, having met the educational requirements and professional work experience required by C.R.S. § 23-41-208(b). I have reviewed information pertaining to this Oil and Gas Location and the surrounding area and have identified no Geologic Hazards within one mile radius of the Oil and Gas Location. __________________________________ __________________ Stephen Sunnenberg Date Professional Geologist 7/8/2022 South Leverich 13-09 Pad Lot 3 & 4 of Sect i on 13, T7S, R94W 6th P.M. N: 1 59 1970.1 E: 23422 4.4 Garfi el d County, Co l orado Legend 0 Q sou,n 0 1 - ~ = lb,<, ·~ C.oior.>Oo a,y ,.,_,,,. IC0GCC Gl5 I North Scale O' 5200' Rule 305.b.(8): Geographic Information System (“GIS”) Data The required GIS data has been submitted as an electronic file included with the submittal of this permit. The files are available to the County for review through a DropBox provided by TEP. !\ !(!(!(M !( 7S 94W NWSE SWSE Lot 3 Lot 4 GORDMAN LEVERICH, LLP Referance Area Lat: 39.43468 Long: -107.829267 S. LEVERICH 13-09 13 Legend M Plugged And Abandoned !(Existing Gas Well !\Reference Area Point Proposed Cellar Proposed Working Pad Surface Proposed Daylight Line Proposed O&G Location (LOD) Proposed Production Equipment Propoosed Topsoil Stockpile Existing Access Road Existing Pad Parcel Ownership Document Path: T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.b.(9).B.i Reference Area Map.mxd TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AJT Date prepared: June 8, 2022 South Leverich 13-09 Drill Pad Reference Area Map Lot 3 & Lot 4 of Section 13 Township 7 South, Range 94 West 6th P.M. 1 in : 80 ft § 0 80 16040Feet D r::J