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Home My WebLink About20191562.tiff1 PA E SF DOCUMENT [INCLUDED IN PAPE1t ALE ELECTRON] AJRPNJAL R Appendix Existing Conditions *gip rt 2019-1562 FINAL Corridor Existing Conditions Report US 34 PEL Prepared for Colorado Department of Transportation March 2018 ch2nv CH2M HILL, Inc. 9191 South Jamaica Street Englewood, CO 80112 Contents Section Page Acronymsand Abbreviationsiiiii••••OOOiiiiiilililiiiii!•a.a.ii iiii eilliglefiiiiiii••••OOOiiiiiililiiiiiii!•a.a.ii iiii eillie06iiiiiii.a•aOiiiii*vOO 1 Introduction and Corridor Overviewiiiiii•••••.iiii iOlOliliiiiill66666iii iiiii 1-1 1.1 US 34 PEL Project Limits and Study Area amass...............ninon 1-1 1..2 Purpose and N1►ed......444.0.494..44410.44400044 - ..4....44...44..........44.........4.. 1-2 1.3 Corridor Stakeholders 1.3.1 Key Agency Stakeholders ..... 1.3.2 Other Stakeholders 44 .1-2 .1-2. 444...44...4.4...444...44400444 1-3 2 Previous Studies 2.1 Summary of Previous Studies and Projects 2. 1.1 Corridor -level Studies Ol OOTe......i 041041000 ....!, , ■ . ■ , 2-1 400044400.44.0.4440.04410004400.444.1.444000140004440 :0404 2 2.1.2 Regional level and Local Agency Studies , 3 Geometric Existing Conditions 3-1 3.1 Roadway Features 3-1 3.1.1 Roadway Chti+.racteristic.J...0•i....4..44.4....4401044 is 0 04 40 4 04 4.....4.... 44 ii.4444.4444....4...444...444,.,44 3-1 3.1.2 Designations .........., 3-5 3.1.3 Design Speed and Speed Limits3- 3.1.4 Areas Where Corridor Does Not Meet Standards 3.1.5 Railroad Crossings 3-6 3.1.6 Right of Way3-7 3.2 Major Structures 3.2.1 Bridges 3.2.2 Frontage Roads 3.3 Drainage 3.3.1 Floodplain Crossings 3.3.2 Drainage Systems in Place .4..... 3.3.3 Existing Water Quality Facilities .4.4.. 3.4 Utilities .. 3.5 Pedestrian, Bicycle, and Transit Facilities 3.5.1 Pedestrian Conditions 3.5.2 Bicycle Conditions 3.5.3 Transit Conditions .2-11 O ... 3-11 .0044...0.4.....4 3-12 3-15 3-15 3-15 ,....!1...■ ,.....,3-15 3-15 4..4 3-17 O ,3-18 3-21 ..•.9..04044... -- _ 44000444 3-27 4 Traffic, Travel Forecasting, Safety, and ITS Existing Conditions 4-1 4.1 Traffic Operations , 4-1 4.1.1 Safety004440.0444004440004440004440.44400.4440404440044400.444.004440044400044400.44400444000444000440004440004440004400 4.1.2 Volumes 4-1 .. 4-4 4.1.3 Congestion 4-7 4.2 ITS in the Corridor or 00444000444...4.4...44..0444...444...44...4.4...444...44...44....4.4..444...44.....44..444...444...444.444- 5 Access Control Plans 64100000 ii 4 wie OOOiiiii••••riiiiiiiiiiiiiiiii414l0000f1iiiii494i iOiiiiii4O 041041606060•4000000000004104100464660004U 0000 1 5.1 5.2 5.3 5.4 595 Access Management Benefits.....0004400004440444400..44.0044snip 4400044400044400.44000444404444000444.044400044400044 GuidingPrinciples 4044 411064 400044 OOOOOOOOOO 4000044400044000,4....44400044400404000.440004440044.000999000, 4400444000.44000 4010 Techniques Access Categories ..0.4000.44.0.1440.0440.04.4000 4 0 0 0 4. 4 0 0 0 4 4 4 0 0 0 4 4 0 0 0 4 4 4 0 0 0 4 4 4 0 0 0 4 4 0 0 0 4 4 4 0 0 0 4 4 4 00 O 4. 0 0 0 4 4 4 0 0 0 4 4 4 0 0 4 0 0 0 Existing Access and Land Use Characteristics 000,4,0.04400044.g0q944000,4,0.94900044.00094400444000444000444004 5-2 5-3 5-6 5-7 SL0323171132DEN III CONTENTS 6 EnvironmentalScan ..,l.,l.** fee ,!!.l.l•.(ellegeeeefOff ..,•,•..•..,l.,l.,l*.,.,..•••*•*4 6-1 6.1 Aquatic Resources 691.1 6.1.2 44444 4.4 6-1 Met_ OIogy 0004440048.4404444044100044400044441444440141000444000 ** 44044444014100044000444044 **** 441'4040444000449 ApplicableRegulations....404440004440149440044400044400444101494440444000440004441014 04400044400004 6-1 6.1.3 Existing Conditions 6-2 6.1.4 Next Steps 6-2 6.2 Biological Resources 40404444 0004440 41.4440404 444040 044401049 044400044100.. •• 6-3 6.2.1 Methodology 4444 6-3 6.2.2 Applicable Regulations.........494 . .............................. ............................... 6-3 6.2.3 Existing Conditions WOO 4444....... 6-3 6.2.4 Next Steps 6-8 6.3 Cultural Resources 044 404.0 El 4044140 4 0144 0 44 444444 44044 0404414.0.494444.44i.f• 0404414.0.4@4004 44.4 4 044 4040 6.3.1 Methodology ...4 4...9.4..........4 6.3.2 Applicable Regulations 6.33 Existing onditr ons.••44194414041+44..'4.0.4449444444..04.4171. ■s4.41.4i.i.4 Ni.4+. 4P444'44.0044440444.i..+4440 6-8 6-9 6-9 6-10 6.3.4 Next Steps .. 6-11 6.4 Flooplains641 6.4.1 Methodology 6.4.2 Applicable Regulations 6.4.3 Existing Condition 6.4.4 S.. 4 0 44 4 40 0 04 00 0 04 4 44 4 44 4 44 0 44 4 40 044 00 0 04 4 le 4 ill 4 44 4..... 0 4 4 44 a 04 4 4. 4 44 40 0 4 ... 4. 4 444 04 1 4 4 9. 44 4 NextSteps 01,00101,100,,1111,,,010140114141004414144•101,$40114141 44 444. 0 44400'4 •'4.0 if • 4404444.044440 0 44400 if• 6.5 Hazardous Materials......... 6.5.1 Methodology 6.5.2 I.. ■ 4 . OSMOSIS 0 0 4 9 4 1 0 44 4 4. ... 9 0 ill 4 9 0 1 0 4 4 4 1 04 9 44 0 0 4 4 40 0 04 40 0 04 4 40 0. 4 4 44 1 0 4444 044 44 0 04 4 40 P 04 40 0 04 4 40 4 00 0414 I 04 40 0 04 4 ApplicableRey.aulations49..i..+@4OA'4Ai•.449040444..04.4i4s.sal .44.4i.i.440.4+. 44044' 44.4.44910444...4+4440 6.5.3 Existing Conditions SINUOUS 6.5.4 Next Steps 6.6 Land Use and Socioeconomics.....I 6.6.1 Methodology ..4.... I I 6.6.2 Existing Conditions. 4404444004400004444044444044400044000044440444040 44444 04400004444044400044400044000044 6.6.3 Next Steps ......I. 6.7 Noise 4.....4.....4 I .....wan 4ins 6-29 6.7.. Methodology *0004 441494444444444444.0.444404449.4444.0.494.01444404940004440004440094404049404044404444.944441.1 6-12 642 6-12 6-13 6-13 6-13 6-14 6-14 6-14 6-15 6-15 6-15 6-28 6.7.2 Applicable Regulations 6-29 6.7.3 ExistingConditions. 44040.1•. 04.440044400044404044400044400444000444090444004.4.194.4...4440.0.4441.440104.4000 30 6.7.4 Next Steps •..• ... O. 4• .1 04 4 40 0 04 4 40 044 el 04 I SP .1 04 9MO. 4 40 04 4 4 0 0 04 4 4 1 4 1 4 9 44 44 4 4 4 0 44 4 4 0 0 04 4 40 44 4 9 4 4 4 4•• 4 0 4 9•. 0.4 4 44 0 446-30 6.8 Recreational Resources 6-31 6.8.1 Methodology 4.9.010•••010••4.0••.0104.4.10••101• 0••.010••.....•111.0 44444440444440446-31 6.8.2 Applicable Regulations 044 6-31 6.8.3 Existing Conditions 6-31 6.8.4 NextSteps. .440414••0..•94444•••.1.4.4..4.4...4440.4.44.1444100••404.•4...4.4441.•.14.4.404••4...4.4444441.1.4•.1.4 6-32 6.9 �..��.•■y.■/�� Er�tVir{offnl..enta. Justice.. 4 el 04 4 40 04 44 0 44 440 0 044.000990.P4#•P0i94901044.P4949040444 0 44.00 0 4444.14999044.41104944.0.44. 06-32 6.9.1 Methodology 6-33 6.9.2 Applicable0444000444444Regulations 4 40 0 04 4 44 4 4.44404.4000444000444444.4100.4.0004••00• 6.9.3 Existing Conditions ......s....94900094•P el 4,04140 Sign P949PPP•i 9PP099444444444444000444044444444444444440004 6.9.4 Next Steps 6.10 Visual Resources 6.10.1 Methodology. 6.10.2 Applicable Regulations 6.10.3 6-33 6-34 4440001 4S$00014100444 0 0 0 4 4 4 0 0 0 4 4 0. 0 4 4 4 0 0 0 1 4 4 0 0 0 4. 0 0 0 4 4 4 0. 0 4 4 4 0. 0. 4 0 0 0 4 4 4 0 0 0 4 4 4 0 0 0 4 4. 00 4 4 4 00044400044* ... 6-34 6-34 6-35 6-35 11 ... M I M... '. ExistingConditions. 44... 440044 i 40.04.40.04444.4440004441004.40.0441.144.101.440.04.4004441.1444401.4.004.4.4.4 4 . . 6.10.4 Text Steps ... ....I. I I.. I ! .4...I. I 6-35 I SL0 231✓1132DE..N CONTENTS 6411 Other Resources ,,,1,44„1,44411444_ _ _ 6-35 6.11.1 Air Quality 6-36 6.11.2 Farmlands 6-36 6.11.3 Paleontology .2•004.010400401100 ... 0•041000444000444o... .... *110•044400 - 6-36 6.11.4 Water Quality 6-36 7 Recommendations from the Existing Conditions Report ........................... 7-1 7.1 Changes to Project Limits and Study Area .14,4.. ... 41..14,..,,,1.14,411.4442141..1.,4 7-1 R 7.1.1 Segment: Foothills 7-1 7.1.2 Segment: Loveland Urban.1011444111„4......1.4410004440004* 7-1 7.1.3 Segment: Loveland 6 -lane •1,1,244,11444...4.,2.24441,444001444...4.,212.412,4440014,4414,2,444.,.44 7-2 7.1.4 Segment: Johnstown -Greeley 7-2 7.1.5 Segment: Greeley Expressway,444,11,4,.,,,,1,1,4,,,,441,1„4,1,,,,1„4,,,,4,411,+ 7-2 7.1.6 Segment: East End ..4,.,. • .•.0440004441014440.444400444121444.,444.,.4441,1444„44,,,,,44.,.• . •.,141,,,444,,,''444 7-2 7.2 Consideration of Risk and Resiliency in the PEL 7-2 References........................ WOO ................0,00.1000609•••• WPM WOO ................ •.!.!•!...................41!... Rif Appendixes A CDOT DiSysEx Output R Environmental Resource Maps GeoSearch Report Tables 2-1 2040 Fiscally Constrained RTP Planned Projects within the US 34 PEL. Study Area 3-1 Structures on the US 34 Corridor 3-2 Utilities Ownership 4-1 Historical Average Annual Daily Traffic Volumes (vpd) by Month and 'ear' 4-2 Average Annual Growth in Traffic (approximate) 4-3 Existing ITS devices 5-1 US 34 Access Category Assignments 6-1 Federal- and State -listed Species with the Potential to Occur Within the Study Area 6-2 CDOT 2016 Noxious Weed Species Mapped Within the Study Area 6-3 Previously Recorded Cultural Resources in the Area of Review 6-4 Population and Households (2000-2015) 6-5 Median Household Income (2000-2015) 6-6 Larimer County Average Employment by Industry (2000-2015) 6-7 Weld County Average Employment by Industry (2000-2015) 6-8 Population, Household, and Employment Forecasts (2015-2040) 6-9 Relevant Plan Guidance 6-9 CDOT Noise AbatementCriteria 6-10 Recreational Resources in the US 34 PEL Study Area 6-11 Minority and Low-income Households in the US 34 PEL Study Area SL0323171132DEN CONTENTS Figures 1-1 2-1 3-1. 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 3-10 3-11 3-12 3-13 4-1 4-2 4-4 4-5 4-6 4-7 4-8 5-1 5-2 5-4 5-6 5-7 6-1 7-1 7-2 7-3 Project Location Location of Previous Studies and Projects Typical Sections and Speeds (West end of Project Area) Typical Sections and Speeds (East end of Project Area) At -Grade Railroad Crossings ROW Widths Major Structures Frontage Roads Existing and Proposed Local Pedestrian Facilities and RNMCs Existing and Proposed Bicycle Facilities and RNMCs urrent COLT Service Map GET routes, updated 2016 Local and Regional Existing and Proposed Transit Routes Loveland Proposed Transit Plan. Greeley Transit Vision Plan Service Map Summary of US 34 Crash Data Crash Type at Major Intersections in the US 34 Corridor Average Annual Daily Traffic Volume by MP (2016) Average Hourly Traffic Volume by Day of Week (2016) Traffic Growth on US 34 Quality of Traffic Flow During Peak Periods TTI on US 34 Graphs of TTI on US 34 Functional Intersection Area Consolidate Access Connect Adjacent Properties Define Driveways Install Medians and Islands Install Medians and Islands Provide Cross -street Access NFRMPO Subregions Revised Project Area Map Proposed Corridor Segments - West ProposedCorridor Segments - East ' � SL0323171132DEN Acronyms and Abbreviations APE area of potential effect ATR Automated Traffic Recorder BATS Berthoud Area Transportation Services CAGR Compound Annual Growth Rate CCTV Closed Circuit Television COOT Colorado Department of Transportation CERCLA Comprehensive Environmental Response, Compensation, and Liability Act of 1980 CFR Code of Federal Regulations CHPA Colorado Historical, Prehistorical and Archaeological Resources Act CNHP Colorado Natural Heritage Program Co carbon monoxide COLT City of Loveland Transit CPW Colorado Parks and Wildlife CRA common resource area CWA Clean Water Act dBA A -weighted decibel EA environmental assessment EIS Environmental Impact Statement EC► Executive Order FEMA Federal Emergency Management Agency FHWA Federal Highway Administration FIRM Flood Insurance Rate Map FO Functionally Obsolete FONSI Finding of No Significant Impact GET Greeley Evans Transit GIS geographic information system GWRR Great Western Railroad Interstate ID identification IA intergovernmental agreement IPaC Information for Planning and Consultation ITS intelligent transportation systems LCMC Larimer County Mobility Committee SL0323171132DEN VII ACRONYMS AND ABBREVIATIONS LCR LWCF MBTA MP mph N/A NAC N EPA N DIS N FR N FRMPO N HPA N RCS N RHP OAHP OTIS PBA PEL PNR PTZ RAFT Region 4 RHA RNC ROD ROW RTC RTE RTP RV SAINT SD SH SP►r'RAP TTI Larimer County Road Land and Water Conservation Fund Migratory Bird Treaty Act mile post mile(s) per hour not applicable N oise Abatement Criteria N ational Environmental Policy Act Natural Diversity Information System North Front Range N orth Front Range Metropolitan Planning Organization N ational Historic Preservation Act N atural Resources Conservation Service N ational Register of Historic Places Office of Archaeology and Historic Preservation Online Transportation Information System Programmatic Biological Assessment Planning and Environmental Linkages Park -n -Ride Pan -Tilt -Zoom Rural Alternative for Transportation CDOT's northeast Colorado region River and Harbors Act of 1899 regional non -motorized corridors Record of Decision right-of-way regional transit corridor Regional Transit Element Regional Transportation Plan recreational vehicle Senior Alternatives in Transportation Structurally Deficient State Highway South Platte Water Related Activities Program Travel Time Index VIII SL0323171132DEN N ACRONYMS AND ABBREVIATIONS UPRR US USACE USC USFWS USGS v/c vpd WCMC WCR Union Pacific Railroad U .S. Highway U.S. Army Corps of Engineers U nited States Code U .S. Fish and Wildlife Service U .S. Geological Survey volume -to -capacity Vehicles Per Day Weld County Mobility Committee Weld County Road SL0323171132DEN IX SECTION 1 Introduction and Corridor Overview U.S. Highway (US) 34 is a critical east -west transportation corridor for northern Colorado's large and growing communities. Sustained and successful economic development along US 34 is increasing travel demand and necessitating the need to enhance safety, reduce congestion, and improve mobility. The Colorado Department of Transportation (CDOT) is assessing various improvement opportunities on US 34 to address these needs. Identifying effective transportation improvements through the US 34 Planning and Environmental Linkages (PEL) Study is a top priority for CDOTts northeast Colorado region (Region 4) and its local government partners. CDOT and the PEL partners continue to work collaboratively to develop a common vision for US 34 as well as discrete projects that improve safety and mobility along this important corridor. The PEL effort will incorporate, manage, and meet public and agency expectations for corridor improvements while building upon and validating past efforts. The purpose of this Corridor Existing Conditions Report is to provide the background data needed to help define an ultimate vision for US 34. Environmental resources, existing roadway characteristics, multimodal facilities, traffic €operations, safety statistics, travel volumes, level of service, and deficiencies have been documented. Previous plans and studies are also summarized for reference. This information will be used as a baseline for determining improvement needs during the alternative development process. Existing conditions presented in this report represent a snapshot in time current to September 15, 2017, and will be used to determine additional data collection needs for the PEL. 1.1 US 34 PEL Project Limits and Study Area The US 34 PEL project limits extended 34.3 miles (mile post [MP] 84.9 to MP 119.2) along US 34, west to east, from Glade Road west of Loveland to Weld County Road (WCR) 49 east of Greeley (Figure 1-1). The corridor is an important regional connection for the adjacent communities of Loveland, Johnstown, Windsor, Greeley, Garden City, Evans, and Kersey, as well as Front Range destinations, such as Rocky Mountain National Park. In addition to east -west travel, the corridor includes intersections with several important north -south regional roadways, including US 287, Interstate 25 (1-25), and US 85. 1.1.1 Western Project Limits The western project limit for potential physical improvements begins at Glade Road (MP 86.9), which is the first intersection west of the City► of Loveland's Growth Management Area boundary. It is also the eastern limit of the US 34 Canyon project that is currently under construction. Glade Road was identified as a logical western terminus for the US 34 PEL because this is the point where land use changes from urban to rural (both existing and future). This is also the location where the State Highway access category and speed limit change. 1.1.2 Eastern Project Limits The eastern project limit for potential physical improvements is at WCR 49 east of Greeley near the western edge of Kersey. WCR 49 is the last major regional arterial roadway located just east of the North Front Range Metropolitan Planning Organization (NFRMPO) boundaries and associated travel demand model limits. It provides a major traffic node for which there is existing and projected travel demand information for traffic entering/exiting the NFRMPO area and the Town of Kersey. WCR 49 is currently being improved to connect regional US 34 travelers to 1-76, which would provide an alternative north- south regional travel route for Kersey, Greeley, Evans, and Garden City.. As noted in the description of SL0323171132DEN 1-1 SECTION 1- INTRODUCTION AND CORRIDOR OVERVIEW the Study Area, the PEL will also consider travel influences east of the project limits in the Study Area. However, analysis will be more qualitative in nature due to the lack of limited roadway network in this portion of the NFRI 1Po travel demand model, which is the primary source of quantitative travel forecast data for the PEL Study. 1.1.3 Study Area While the project limits are focused on US 34, understanding travel patterns and travel demands of parallel and intersection roadways is an important element of understanding the potential effects of improvements on US 34 and the surrounding roadways. Therefore, the Study Area (Figure 1-4) is larger than the project limits to encompass key parallel routes and better understand the interaction of increasing traffic on US 34. It is generally bounded by State Highway (SH) 402 and Freedom Parkway to the south, and 0 Street to the north. The western project limits and study limits are the same, however the eastern study limits extend beyond the eastern project limits to assess the east -west travel movements to the east through Kersey. 1.2 Purpose and Nee The purpose of highway improvements is to preserve US 34 as a vital east -west regional transportation corridor. Improvements will link and move people, goods, and information reliably and adapt to future travel demands and funding opportunities. Highway improvements are needed to: Enhance safety • Accommodate increased travel and tourism demands and maintain the economic vitality of the region • Increase reliability of east -west regional travel, while balancing local access, mobility, and freight needs Successful alternatives will: • Be compatible with the natural and human environment • Support community land use and aesthetics goals • Be fiscally responsible and implementable 1.3 Corridor Stakeholders Key agency stakeholders for the US 34 PEL include state and local jurisdictions within the Study Area, including those represented in the US 34 Coalition (see Section 1.3.1). Other stakeholders include law enforcement, emergency responders, and adjacent rail and ditch companies. 13.1 Key Agency Stakeholders The key agency stakeholders for the US 34 PEL include the following US 34 Coalition members: CDOT • City of Evans City of Greeley * City of Loveland Larimer r County NFRMPO Town of Johnstown • Town of Kersey • Town of Windsor • Weld County 1-2 SL0323171132DEN SECTION 1 - INTRODUCTION AND CORRIDOR OVERVIEW 1.3.2 Other Sta The following have also been identified as stakeholders for the US 34 PEL: L: BNSF Railway Company • City of Loveland Transit (COLT) • Colorado Motor Carriers Association • Colorado State Patrol • Emergency Responders • Farmer's Cooperative Ditch Company • Great Western Railroad (GWRR) Greeley Evans Transit (GET) • Greeley -Loveland Irrigation Company • Larimer County Mobility Committee (LCMC) Little Barnes Ditch Company • NorthernColorado Bicycle and Pedestrian Collaborative Union Pacific Railroad (UPRR) Weld County Mobility Committee (WCM C) SL0323171132DEN 1-3 SECTION 1— INTRODUCTION AND ODRRIDOROVERVIEW Stab let 4. 4044= 411 l r as eel WIHOR' ILO VELAND Creesnord 14%d d ti 'rtEEL.E G A RDEN -ft A 4 1QW►s 4 cirri I.4 LEGrEMMCO Pilled LINO Pftipcidia US 8d Pa Wit Poil4 1 Figure 14. Project Location Corridor Ex/_U.1'4? ond:i Q1' Rc'p{ir i. US 5_032?1'11?2DEA 1.5 SECTION 2 Previous Studies 2.1 Summary of Previous Studies and Projects Within the project area, numerous corridor -level and local -level studies and/or projects have previously been completed that will inform the PEL process. This section summarizes previous studies and plans relevant to the Study Area and discusses their relevance to the project. Figure 2-1 illustrates the Study Area for each of the previous studies and projects in relation to the US 34 corridor. LEGEND — US34 Northeastern Quadrant Study US 287/US 34 Access Plan US 34 Environmental Assessment US 34 Access Control Plan and US 34 Optimization US 34 Business Environmental Assessment 5H 402 Environmental Assessment Freedom Parkway 1-25 Environmental Impact Statement US 85 PEL Study US 85/U5 34 Interchange Figure 2-1. Location of Previous Studies and Projects Corridor Existing Conditions Report US 34 PEL 2.1.1 Corridor -level Studies Over the past 20 years, entities such as CDOT and the Federal Highway Administration (FHWA) have completed several major studies, some of which have resulted in planned, recent, and ongoing improvements, within or adjacent to the corridor. SL0323171132DEN 2-1 SECTION 2 - PREVIOUS STUDIES U.5 34 Corridor Optiizaflea Plan (2003) 34A The US 34 Corridor Optimization Plan was conducted by CDOT in 2003 to identify the future transportation problems/issues along US 34, develop Corridor n for improvements. Theplan covered a 25 -mile segment extending from 1-25 Optimization Plan east through Kersey and involved representatives from Larimer and Weld March 2003 Counties and the municipalities of Loveland, Johnstown, Greeley, Evans, and Kersey. The plan identified a future cross section for US 34 to include six through lanes from 1-25 to 17th Avenue that would accommodate an on- t'� street bike lane via should'er, a median wide enough to accommodate dual Final Report alternative i mprovements and measures to address the problems/issues, US 34 evaluate the effectiveness of each alternative, and assemble a business plan left turn lanes at intersections, auxiliary right -turn acceleration/deceleration lanes, and shoulders. Signalization and the addition of dual left -turn lanes and a right -turn lane along all four approaches was recommended at several major intersections to eventually allow for the proposed interchanges from the US 34 Access Control Plan (CDOT, 2003b) (discussed in Section 2.1.1.6). Additional recommended elements included the following (CDOT, 2003a): • Widening Crossroads Boulevard to four lanes between 1-25 and SH 257 Establishing a new road from the east termination of Crossroads Boulevard to 59th Street/WCR 30 • • Establishing an alternate connection to Fort Collins via Two Rivers Parkway and Harmony Road Establishing a parallel collector street system on US 34 through Greeley Establishing a new connection between SH 257 and US 34 Business Route Widening LCR 18/WCR 54 to four lanes in the Study Area 2.1.1.2 US 85 PEL Study(2017) CDOT conducted the US 85 PEI. Study fora 62 -mile stretch of US 85 between I-76 in Commerce City and WCR 100 in the Town of Nunn, Colorado (CDOT, 2017a). The US 85 Access Control Plan (CDOT, 2003b) served as a foundation for the PEL Study. The PEL identified and prioritized short-term and long-term improvements through acollaborative process with stakeholders and the public to improve safety, reduce existing and future traffic congestion, provide efficient access for existing and future development, and improve mobility and connectivity for all transportation modes that match the context of the adjacent communities. The alternative development, refinement, and evaluation process resulted in a recommendation, or multiple recommendations, for each of the 93 intersections in the 62 -mile corridor. Within the US 34 PEL Study Area, the US 85 PEL Study recommended the following: • Auxiliary lane additions at 31st Street and 37th Street Undetermined improvements at the US 34 interchange with US 85 • Texas Turnarounds at 5th Street, 8th Street, 13th Street, 16th Street, 18th Street, and 22nd Street Closure of the intersection with O Street and combining access with the construction of a traffic signal at WCR 66. 2.11.3 Freedom Parkway Access Control Plan (Ongoing) The Freedom Parkway Access Control Plan, being prepared for the Freedom Parkway Coalition, will evaluate the corridor located to the south of the US 34 project that consists of WCR 54 from WCR 49 west, 37th Street in Evans and Greeley, LCR 18 from the county line to 1-25, and a portion of SH 402 in Loveland. Internal stakeholder meetings for the plan began in 2017. An access inventory was conducted by May 2017 and recommendations will follow as plan preparation progresses. 2-2 SL0323171132DEN SECTION 2 - PREVIOUS STUDIES May MIS 2.1.1.6 US 34 Access Control Plan (2003) The US 34 Access Control Plan (CDOT, 2003b) was conducted by CDOT in conjunction with the cities of Loveland, Greely, Evans, and Kersey and both Larimer and Weld Counties. The purpose of the study was to develop a detailed interim and ultimate plan for the US 34 corridor from the US 34,4-2S intersection on the west to the US 34/WCR 55 intersection east of Kersey. The plan recommended interim traffic signals at LCR 5, LCR 3E, LCR 3, WCR 13, and WCR 17. New interim traffic signals were recommended at Promontory Parkway rim and Two Rivers Parkway (83rd Avenue). Existing traffic signals at 65th, 47th, 35th, 17th, 11th, and 8th Avenues would all remain in the interim condition. Eventually, as traffic warrants and funding is available, interchanges would replace all interim traffic signals except for the traffic signals at 17th, 11th, and 8th Avenues which would remain in the ultimate condition. In the ultimate access control plan, nine new interchanges were recommended, including a split diamond interchange at LCR S and LCR 3E; an interchange with ramps positioned in two quadrants at LCR 3; diamond interchanges at WCR 13, WCR 17, Promontory Parkway, 83rd Avenue/Two Rivers Parkway, 65th Avenue, and 47th Avenue; and a partial cloverleaf at 35th Avenue. Public road intersections recommended for ultimate signalization are the US 34 Business Route, WCR 49, WCR 51, SH 37/1st Street, and 9th Street, Other public road intersections, such as WCR 45, WCR 47, WCR 47.50, and WCR 49.50 were recommended to be three-quarter movement intersections. In addition, the ultimate plan recommended closing the existing WCR 56 intersection in Kersey and re -aligning WCR 56 to intersect US 34 at WCR 55, _= .1.1.4 5H402 Environmental Assess 'entand Finding of No Significant impact (2008) The SH402 Environmental Assessment (EA) (CDOT, 2007) identified alternatives to improve mobility and safety along the existing SH 402 from the US 287 intersection east to the 1-25 interchange. SH 402 is located south of US 34 along the southern Study Area boundary. The EA and Finding of No Significant Impact (FONSI), approved in 2008, identified a preferred alternative that proposes intersection improvements, increasing highway capacity from two to four lanes, and shifting the alignment to accommodate turn lanes and auxiliary lanes and avoid right-of-way (ROW) and environmental impacts. 2.1.1.5 Truck Traffic in the Northeast Quadrant of the NFRIVIPO Region (2010) The Truck Traffic in the Northeast Quadrant of the NFRMPO Region Study (NFRMPO, 2010) was facilitated by the NFRMPO in response to increasing truck traffic volumes in the Town of Timnath and neighboring communities. The study area consisted of the northeastern portion of the NFRMPO: generally east of 1-25, south of SH 14, west of US 85, and north of Crossroads Boulevard/WCR 64. The study recommended the establishment of truck route designations to supplement the state highway system within the sub -region, including Through Truck Routes and Local Truck Routes. The Through Truck Route adjacent to the US 34 PEL Study Area is the Crossroads Boulevard and O Street route. Designated local truck routes adjacent to the US 34 PEL Study Area included WCR 13, WCR 27, WCR 31, and WCR 37. /Sinai ptbporrt - r li534 Access. Control Plan An intergovernmental agreement (IGA), developed following the completion of the US 34 Access Control Plan, was signed by CDOT, the municipalities of Loveland, Greely, Evans, and Kersey and Larimer and Weld Counties. The IGA committed each signatory to regulating access in conformity with the US 34 Access Control Plan. SL0323171132DEN 2-3 SECTION 2 - PREVIOUS STUDIES .1.1*7 North 1-25E/Sand Record of Decision (2011) The North !-25 Environmental Impact Statement (EIS) (CDOT, 2011a) and Record of Decision (ROD) (CDOT, 2011b) evaluated improvements on 1-25 from the Fort Collins/Wellington Area to Denver. The ROD selected Phase 1 of the Preferred Alternative, which included a proposed reconstruction of the I-25/US 34/ Centerra Parkway interchange. As of May 2017, interchange final design is underway. 2.1.1.8 U534 EAR G mlrm.n.wal lJ5 34: V 5 237 tnl.GR 3 E nvi lonmental Asscemner t *rrII, 2007 ferthili• ::1' 7) 'In•f I. RCMP cf UECISIi.I'1 CDOT prepared an EA (CDOT, 2007) that evaluated alternatives along a 6 -mile section of US 34 between US 287 (North Cleveland Avenue and North Lincoln Avenue one-way pair) and LCR 3 with a goal of improving current and future traffic mobility, improving transportation safety, and accommodating year 2030 travel demand. The US 34 FONSI approved a preferred alternative that would widen US 34 to six lanes and include a raised median, bike lanes, sidewalks, and curb and gutter. The EA/FONSI did not include improvements to the I-25/US 34 interchange. 2.1.1.9 O5 34 Business Route EA (2008) In 2008, FHWA and CDOT conducted an evaluation of the US 34 Business Route (CDOT, 2008) to ensure future travel demand projection on the US 34 Business Route could be accommodated and to improve mobility, safety, and access. The study focused on the US 34 Business Route from 71st Avenue to SH 257. The EA yielded alternatives to widen US 34 Business Route from two lanes to four. The $25 million widening project was completed in fall 2009. Z.1.2 Regional -level and Local Agency Studies Ohs f1cc,:t s'DC5 Us H13HwAY34 BIS NESSFUJT= Fry ronmentil .?..;e tarlelt Over the past few decades, NFRMPO and local agencies adjacent to the US 34 Corridor have anticipated continued growth. The US 34 Corridor is rapidly becoming more congested. Local municipalities and planning agencies have addressed anticipated growth in numerous plans summarized in this section. Regional -level and local plans relating to bicycle and pedestrian users are discussed in Section 3.5. 2.1.2.1 NFRMPO 2040 Regional Transportation Plan (2 015) The NFRMPO 2040 Regional Transportation Plan (RTP) (NFRMPO, 2015a) was adopted in 2015, amended in June 2017, and developed in coordination with the Technical Advisory Committee, CDOT, Regional Air Quality Council, Air Pollution Control Division, the 17 -member Planning Council primarily composed of community elected officials, and other applicable community staff. The purpose of the plan was to address the economic vitality, safety, security, accessibility and mobility, environment, integration and connectivity, efficient system management and operation, and preservation of the North Front Range (transportation system per Moving Ahead for Progress in the 21st Century Act legislation. The NFR includes portions of Larimer and Weld counties. The RTP recognized US 34 as a regionally significant corridor and identified the need to increase mobility, maintain system quality, and improve safety. The RTP identified various future travel modes to be planned for in the corridor that included passenger vehicles, bus service, bus rapid transit, truck freight, and bicycles and pedestrians. The RTP also identified fiscally constrained projects through 2040 within the NFRMMIPoplanning region. Since adoption, the RTP has been amended twice to update the fiscally constrained project list. The fiscally constrained projects within the US 34 PEL Study Area are listed in Table 2-1. 2010* Regicnal ila-o purtadon Plan tar -1wtr thy' trltarS n f a rfx (trn•T.T •Mtce t , 2-4 SL03231✓1132DEN SECTION 2 - PREVIOUS STUDIES Table 2-:i__ 2040 Fiscally Constrained RTP Planned Projects within the US 34 PEL :study Area Number of Lanes Facility Name From Year of Cost To Before After Improvement (thousands) Funding Source 59th Avenue 20th US 34 Bypass Street 2 2 (plus a center turn lane) 2015 $1,500 Greeley — Capital Improvement Program 65th Avenue US 34 WCR 54 Bypass 2 4 2015 $3,000 Greeley — Road Development Funds SH 402 St. Louis Boise Avenue 2 Avenue 4 2015 $6,000 Loveland — Transportation Capital Improvement Plan Funds, CDOT Weld County Parkway (WCR 49) US 34 1-76 0-4 4 (plus a center turn lane) 2017 $12,500 Weld County General Fund 37th Street 35th Two Rivers Avenue Parkway 2 4 2018 $1,500 Evans — Capital Projects Street Fund Future Development 59th Avenue 4th Street C Street 2 4 2020 $2,400 Greeley — Road Development Funds Boyd Lake LCR 2OC US 34 Avenue 2 4 2020 $1,988 Loveland — Transportation Capital Improvement Plan Funds Boyd Lake US 34 Canal Avenue 2 4 2020 $2,732 Loveland — Centerra Metro District Crossroads Boulevard Centerra LCR 3 Parkway 2 4 2020 $2,365 Loveland — Transportation Capital Improvement Plan Funds I-25 SH 14 1.5 miles south 4 of SH 402 6 2020 $250,700 CDOT, Local funding, Federal — TIGER Taft Ave Arkins US 34 Branch 4 4 (plus a center turn lane and bike lanes) 2020 $10,509 Loveland — Transportation Capital Improvement Plan Funds US 34 Denver Boyd Lake Avenue Avenue 4 6 2020 $5,245 Loveland — Transportation Capital Improvement Plan Funds, CDOT US 34 Rocky 1-25 Mountain Avenue 4 6 2020 $2,066 Loveland — Centerra Metro District U5 34 1-25 Kendall Parkway (LCR 3E) 4 6 2020 $12,000 Loveland — Centerra Metro District, Transportation Capital Improvement Program Funds, CDOT SL0323171132DEN 2-5 SECTION 2 - PREVIOUS STUDIES Table 2_:i__ 2040 Fiscally Constrained RTP Planned Projects within the US 34 PEL :study Area Number of Lanes Facility Name From Year of Cost To Before After Improvement (thousands) Funding Source 83rd Avenue U5 34 Business Route US 34 bypass 2 4 2025 $5,900 Greeley — Road Development Funds Crossroads Boulevard Great SH 257 Western Drive 0 2 (plus a center turn lane) 2025 $5,000 Windsor — Road Impact Fee and Adjacent Development LCR 3 US 34 Crossroads Boulevard 0 2 2025 $8,073 Loveland — Transportation Capital Improvement Plan Funds LCR 18 I-25 WCR 13 Frontage Road 2 4 2030 $13,890 Johnstown; CDOT US34 Boyd Lake Avenue Rocky Mountain Avenue 2 2 2030 $4,291 Loveland — General Fund, CDOT 59th Avenue US 34 Bypass 20th Street 2 4 2035 $3,500 Greeley — Road Development Funds 83rd Avenue WCR 54 WCR R 64 2 3 2035 $7,000 Greeley — Road Development Funds North Fairground Avenue (LCR 5) Rodeo Road 71st Street (LCR 30) 2 4 2035 $3000 Loveland — Transportation Capital Improvement Plan Funds O Street SH 85 83rd Avenue 2 2 (plus a center turn lane) 2035 $4,700 Greeley — Road Development funds SH 402 LCR 9 1-25 2 4 2035 $33,378 Loveland — Transportation Capital Improvement Plan Funds; CDOT SH 402 US 287 St. Louis Avenue 2 4 2035 $3,000 Taft Avenue US 34 22nd Street 4 4 (plus a center turn lane and bike lanes) 2035 $6,123 Loveland - Transportation Capital Improvement Plan Funds WCR 54 35th WCR 17 Avenue 2 2 (plus a center turn lane) 2035 $6,800 Greeley — road Development Funds WCR 56 US 34 Bypass WCR 17 0 2 2035 $21,000 Greeley — Road Development Funds Total planned investment in the US 34 PEL Study Area through 2040 $439,460 Source: 2040 RTC' (NFRMFO, 2015), amended June 2017 Rows highlighted in yellow indicate projects that are located on US 34. 2-6 SL0323171132DEN SECTION 2 - PREVIOUS STUDIES 2.1.2.2 NFRMPO 2O4O Regional Transit Element (2015) 2040 Reginnal Trarici- Flemem laDdei 41.14 5 2CY5 The 2040 Regional Transit Element (RTE) (NFRMPO, 2015b) created a long-range vision for regional transit services in the NFRMPO planning region. The RTE recommended further study of transit along the US 34 corridor as a community connection. Alternatives for future study relative to US 34 ranged from VanGOTM vanpooling transit service to 30 -minute headways in peak hours and hourly headways for mid -day bus service. The RTE identified the need for additional development, connectivity to the Bustang service on 1-25 at the US 34 Par -n-Ride (PNR), and improved marketing and scheduling to improve the usage of this route. 2.12.3 Greeley 2035 Comprehensive Transportation Plan (2011) Greeley's l ey's 2035 Comprehensive Transportation Plan was developed to address the relationship between transportation and land use, identify future transportation needs of the area, estimate costs, and identify short- term and long-term improvements for roads, transit, bicycle, and pedestrian facilities. The plan identified medium to high growth in housing, employment, and congestion along US 34. Proposed US 34 plans included establishing a hazardous materials route, adding six new interchanges along US 34 to redistribute traffic to parallel roadways, and establishing bicycle routes between 47th Avenue and 71st Avenue along US 34. The plan corresponds to the city's 2060 Comprehensive Plan. rGREELEY *,\Dori CoxrnprehcnsivvTranportation 1110`4 4� Adapted May 31 ;011 2.1.2.4 O Street Arterial Corridor Study (2008) The O Street Arterial Corridor Study (Weld County, 2008) was a study/evaluation L conducted by Weld County to establish a preferred alignment for an east -west arterial roadway between Greeley and Windsor. The roadway would extend the existing 0 Street to the west from the intersection of 83rd Avenue to H 257 at Crossroads Boulevard, providing a regional connection to I-25. Upon completion of the evaluation process, the local agency committee settled on a preferred alternative that included maintaining a straight alignment (remaining south of WCR 64 Yz) of 0' Street heading west of 83rd Avenue to Crossroads Boulevard. "CT" Street Arterial Corridor yrni`.0 he w.w.Jvl '.4h 7 .4 Frt. kiln Ye. rq-.1.Nilr r t *NS 11 F .G... ;-w .y rr Way, ; 't I t.-IK'�.11llThR•1W Y.11 I IM 9i: G�rlNul II {:7 M' 11 ...aw 1 W.n.-.A •...r.q 'r 'crdtssnp , 11Ari_Na 't .• r AL• 117 4. 2.1.2.5 Weld County 2035 Transportation Plan (2011) The purpose of the Weld County 2035 Transportation Plan (2011) was to provide technical information that could be used as a basis for formulating transportation -related policies. Furthermore, the plan was intended to ensure the sustainability of Weld County's quality of life by preserving the rural character while providing strategies that sustain urban development. To address US 34, Weld County identified short-term projects and associated funding sources that include bridge replacements at 1-25 and WCR 29 and intersection improvements at WCR 53. 2.1.2.6 City of Loveland 2035 Transportation Plan (2012) The purpose of the City of Loveland 2035 Transportation Plan (2012a) was to provide a document that guided transportation decision making toward a future desirable to the community. Furthermore, the plan addressed current and future growth through 2035. The plan identified several visions for the US 4 corridor, including transit between US 287/Cleveland Avenue and 1-25, a transit center at the US 34/1-25 intersection, new bike lanes, and widening of US 34 from four lanes to six lanes between US 287/Cleveland Avenue and I- City of LaveIard ISA Fax TJ7. L. 2035 Ira nsporta ho Plan SL0323171132DEN 2-7 SECTION 2 - PREVIOUS STUDIES .1.2.7 Kersey Comprehensive Plan (2016) The objective of the Kersey Comprehensive Plan (Town of Kersey, 2016) was to put forth the community's vision for Kersey and to guide the town's decision makers. The plan helped town officials ensure that development is consistent with the community's vision, guiding principles, and goals. To address US 34, the city plans to work with CDOT to establish appropriate intersection control measures on the Kersey street system and improve the operational characteristics and safety of the US 34 corridor and recently expanded WCR 49. `1 KERSEY COMPREHENSIVE PLSW 2iiL 2.1.2.8 Johnstown Transportation Master Plan (2008) The Johnstown Transportation Master Plan (Town of Johnstown, 2008) was prepared based on the vision and growth forecasts contained in the Area Comprehensive Plan (Town of Johnstown, 2006). It outlined the existing transportation system, traffic forecasts, and roadway network deficiencies and discusses a long-range plan for addressing transportation needs within the planning boundaries (which extend 1 mile north of US 34). The plan identified the following improvements within the US 34 PEL Study Area. Short Range (2008 through 2013) Signalize intersections at US 34/LCR 3 and US 34/La rimer Parkway Pave the following roadways to Johnstown street standard: LCR 3 from LCR 18 to LCR 24; WCR 13 from US 34 to WCR 60 Medium Range (2014 through 2020) • Signalize intersection at US 34/WCR 13 • Pave WCR 13 from WCR to US 34 to Johnstown street standard Long Range (2021 through 2035) • Improve WCR 15 from WCR 54 to US 34 to Johnstown street standard • Widen the following roadways to 4 lands with curb, gutter, and sidewalks: WCR 16 from WCR 56 to US 34, LCR 3 from LCR 18 to LCR 24, and WCR 13 from WCR 54 to WCR 60 1. pl in��+ �,��: it ?rvnsp,dallgn buster Plan Figrugni 2-8 SL0 231✓1132DE V SECTION 3 Ge.metric Existing Conditi.ns 3.1 Roadway Features This section documents the existing transportation system in the Study Area, including roadway characteristics, access categories, bridge structures, drainage facilities, major utilities, and multimodal facilities. Traffic operations including safety statistics, traffic volumes, level of service, deficiencies, and existing intelligent transportation systems (ITS) are addressed. 3.1.1 Roadway Characteristics The roadway characteristics vary widely west of 1-25 through Loveland. East of 1-25, there is almost no variation. The following discussion describes US 34 from west to east. Typical sections that show lane and shoulder widths, speed limits, presence of sidewalks, and medians are illustrated on Figures 3-4 and 3-2. 3.1.1.1 Typical Section 1— Glade Road to Morning Drive At the west project limit, there is a 2 -lane segment approximately 1.5 miles long within Lovela nd's growth management area that retains rural, mountainous characteristics, with limited development and the Big Thompson River floodplain to the south. The posted speeds are 45 to 55 miles per hour (mph), increasing in the westbound direction leaving the urban area and decreasing in the eastbound direction. A typical Section 1 is shown on Figure 3-1. 3.1.1.2 Typical Section 2 — Morning Drive to 285 Feet West of Taft Avenue East of the rock formation of Devil's Backbone, the floodplain no longer affects the highway and the roadway characteristics become more urban in nature. A typical Section 2, shown on Figure 34, has four lanes with a center turn lane to facilitate driveways and closely spaced intersections. The posted speed in the westbound direction increases from 35 to 45 mph.. The posted speed in the eastbound direction is 35 mph. 3.11.3 Typical Section S — 285 Feet West of Taft Avenue to Monroe Avenue Around Lake Loveland, the roadway remains four lanes but the median is raised, as shown on Figure 3-1. The posted speed is 35 mph in both directions. 3.1.1.4 Typical Section 4— Monroe Avenue to 500 Feet East of Denver Avenue East of Lake Loveland and the BNSF Railway Company grade separated crossing at Monroe Avenue, there are six lanes. This section, shown on Figure 3-1, is approximately 1.2 miles long and extends almost to Denver Avenue. The posted speed is 40 mph in both directions. 3..1.5 Typical Section S - 500 Feet East of Denver Avenue to 1,800 Feet West ofl-25 A typical Section 5 runs from 500 feet east of Denver Avenue to 1,800 feet west of 1-25, as shown on Figure 3-1. It is a 4 -lane section with a narrow divided median. The City of Loveland has preserved ROW to increase the number of lanes from four to six in the future. Currently, the posted speed in both directions is 50 to 55 mph. 3.1.1.6 Typical Section 6 — Centerra Parkway to US 34 Business Route (18th Street) A typical Section 6 is shown on Figures 3-1 and 3-2. East of 1-25 from Centerra Parkway to WCR 17, the communities of Loveland, Johnstown, and Windsor have annexed most of the north side of the roadway and approximately half of the south side. East of WCR 17, Greeley has annexed most of the ROW on SL0323171132DEN 34 SECTION 3 - GEOMETRIC EXISTING CONDITIONS both sides. The roadway section is four lanes with a divided median and 4 -foot inside shoulders and 10 -foot outside shoulders. The posted speed in this portion of Typical Section 6 is 65 mph in both directions+. The portion of the Typical Section 6 roadway section from the US 34 Business Route interchange through Greeley is generally four lanes with a divided median of varying widths, as shown on Figure 3-2. The posted speeds vary between 45 to 65 mph. The interchange of US 34 and US 85 area has a 45 -mph posted speed. .11.7 Typical Section 7 — US 34 Business Route (18th Street) to WCR 49 The easternmost 1.75 miles of the Study Area have four lanes, an undivided median, and 10 -foot shoulders, as shown on Figure 3-2. The posted speed in both directions is 65 mph. 3-2 SL0 23171132DE.N SECTION 3 - GEOMETRIC EXISTING WMOITO NS US34PEL r NNW PIM PriRICF naliar r _ i CIA dnhieaMann p 0•■ ugaidge Nonni. 14#24T1'rear1s111i11'14ri' Pam PJ Ir Lis ilia:, Tits -"TUE was ir- R Palk Affewrietitu i at IU1na O r kw ier+rlt I wawa 1 NSW, t to sr'r4tdram tint l6 a 4i1 bne 4 trs roc un1 ISM ,rr, , t.ns T'•'a VP la= I Comilindrrr:sote Le MT l-.or+ryaLanRd - MERL _ 9MI: al troll 1I, I� lliptuv Figure 3-1. Typical Sections and Speeds (West end of Project Area) 510323171132 DEN MINK Mite SI VS IS lint bib ea nistrima V 4r thani[ir tinti t a. 2. al 4.4 2 l n h ru t 0 °ray rt Typical Sections & Speeds V $fW44t011tar* Ago eprlu r0 -1r at $ 12 4t19 _ 77 4 1 { t.4• i till..nTinHllirt 'rNm[lir. tilnilan1'P 1� V eoaabaroaynri r Sal II:arCad " Nnci$QI Cgorwsroz W Dird 1 4-1 et ICRT&Frnrelan Pkwy 6teeleyl Virtit S a Pipsy 1 i I rI *red Omit Matmirsid lOrs ground 0 t%11 r. 4 Inn p Cane uatkeyabtI R 34 on- 4ih1a,9 I fur s 41197 fi-sr,ry.iyti�it nwiwy 1 .1 TIM viemen;ecMd a weosacasr .nee NU MN gij 44-1:tu ,au ton. la 01111 &Id War* 6Y1 wait s4 din 3=3 SECT Ce 4 3 GEOMETS C E:c ST ''1G CU'V7 T UV= US 34 PEL Typical Sections & Speeds 0 h 1'- r t A #215.44. M n C fet4Pt }+4?W.3J+� 1 4SPAM —1 rg *Alis rs 1°1a WA D•ilt# Plan j tlr L•• nut ass bra VI i6ereli'is6.Mtl i.rr•oe I •eiier•i-LitYitetee tkosmsN rat lilt172 In sb11, 115 lga9is, aet*St srr=e►.e. ,ra ntt 4 . Wool* 1i l r 'f p g Writ lit Fvt'c dnrn Non/ d : etltU. tIM W106 $4 ctut lA'+r9 = -r4; Figure 3-2. Typical Sections and Speeds (East end of Project Area) Corridor Exist ng Conditions Report OS 34 PEZ 0 2.ilka. OM St, o L*CR 49 ■ {1711 �rP4Arms tab 11 11 :.MH AS 9-411 a Gritclicy (7e 3 / 1 h S't'Fr'eC- b m Pkwy woe No TVAn' i!37th $i_ r II ta^�t�rr t r N r 1 Alm P;rp._citl _Sri ilium 0,4.12 r- 5M323•17113.2)E`J SECTION 3 - GEOMETRIC EXISTING CONDITIONS 3.1.2 Designations FHWA, CDOT, and local agencies maintain specific designations to describe the physical, mobility, and access characteristics of transportation corridors. FHWA designates the roadway as US 34, and it is part of the National Highway System. The following project -specific information was obtained from DOT's Online Transportation Information System (OTIS). The western 0.75 mile of the Study Area is designated as rural. The remaining 29 miles have an urban designation. From the west project limits to west of Cascade Avenue is considered mountainous terrain. The terrain for the remainder of the Study Area is rolling. US 34's functional classification is Principal Arterial — Other from the west study limit to west of WCR 17. A Principal Arterial's primary function is to carry through -traffic with medium to high speeds over medium to long distances in a safe and efficient manner. Direct access to the roadway is secondary to providing service to the through traffic, therefore the number of access points (signalized or other) should be limited. The classification changes to Principal Arterial — Freeway and Expressway through Greeley to east of the South Platte River crossing. Freeway and expressway roadways are intended to provide an even higher level of mobility than the Principal Arterial, so accesses are even more limited, with spacings of 1 mile being desirable. Near Kersey, the easternmost 0.8 -mile designation changes back to Principal Arterial — Other. The entire corridor is designated as a truck route. 3.1.3 Design Speed and Speed Limits Most of the highway was designed as a rural arterial, so the horizontal and vertical alignments were designed for high speeds. The available as -built and ROW plans were reviewed for the project and are summarized in the following paragraphs. The existing horizontal alignments can be determined except east of 23rd Avenue in Greeley to the US 34 Business Route interchange. The available vertical alignment information is less consistent. The horizontal alignment is primarily on tangents with small points of intersection at section lines. These points of intersection do not have horizontal curves. The as -built plans do not typically specify any superelevation. Unless otherwise mentioned, 8 percent maximum superelevation tables are used. There is a series of three curves between Glade Road and Morning Drive that are posted at 45 mph. These curves have adequate radiuses to meet a 55 -mph design speed but do not have the spiral curves and have an unknown superelevation. At 45 mph, the spirals are not required. From Morning Drive to Wilson Avenue,there are five curves with adequate radiuses to meet a 60 -mph design. This area has a posted speed of 45 mph. From Wilson Avenue to Grant Avenue, the highway characteristics are urban and the curves do not meet the 8 -percent superelevation standards for highways without significant increase in the superelevation. The 4 -percent maximum street standards are used to evaluate the alignment. The posted speed is 35 mph. The curve at Prospect Avenue meets a 35 -mph design speed with normal crown and a 40 -mph design speed with 2.2 percent superelevation. The series of curves around Lake Loveland require a 3.4 -percent superelevation to meet a 40 -mph design speed. The remaining curves in Loveland to 23rd Avenue in Greeley and east of Greeley to WCR 49 have design speeds equal to or in excess of the posted speed using the 8 -percent superelevation table. For the corridor as a whole, there are no vertical design issues ofconcern that need to be corrected by the US 34 PEL project in order to meet modern standards. As alternatives and design revisions are considered at specific locations, more vertical design information will be collected and considered, especially if grade separations with railroads or crossroads are considered for alternatives. SL0323171132DEN 3-5 SECTION 3 - GEOMETRIC EXISTING CONDITIONS 3.1.4 Areas Where Corridor Does Not Meet Standards Within Loveland, especially between Wilson Avenue and Monroe Avenue, US 34 has design characteristics that are more in line with an urban arterial context including narrow or no shoulders, narrow sidewalks, numerous private access driveways, and curves that require lower speed limits. No large-scale changes to US 34 are expected to occur in this area from ROW impacts or topographic restrictions such as Lake Loveland. As the remainder of the corridor has evolved from its original rural context to the more urban context, necessary items such as traffic signals, multiple turn lanes defined by raised curbed medians, and other items have been introduced that conflict with the original design criteria. 3.1.5 Railroad Crossings There are four railroad crossings in the corridor, two grade -separated and two at -grade. BNSF Railway Company has a grade -separated railroad crossing west of North Cleveland Avenue (US 287 southbound) at MP 91.9. At this location, US 34 is a 4 -lane divided highway with a raised median, 4- to 3 -foot outside shoulders, and 4- to 8 -foot sidewalks. UPRR and GWRR at -grade crossings located east of 1-25, illustrated on Figure 3-3, are 13 miles apart. UPRR crosses west of LCR 3 at MP 97.7. The GWRR crosses east of LCR 1/WCR 13, MP 99.0. In this location, US 34 is a 4 -lane divided highway with a depressed median and a 65 -mph speed limit. There are 4 -foot inside shoulders and 10 -foot outside shoulders through each crossing. UPRR has crossing arms. As of April 2017, there is a traffic signal at the WCR 13 intersection and an upgrade of the signal and installation of crossing arms at the GWRR crossing under construction. Upon completion, the traffic and railroad signals will be interconnected at this location. At MP 113.0, there are two structures over the UPRR crossing in the US 85/US 34 interchange. Both structures carry two through lanes and a right auxiliary lane. There are 2 -foot inside and outside shoulders and curbs. 3-6 SL03231✓1132DEN SECTION 3 - GEOMETRIC EXISTING CONDITIONS V H Not to Scale eat Figure 3-3. At -Grade Railroad Crossings Corridor Existing Conditions Report US 34 PEL 3.1.6 Right of Way ROW along the corridor ranges from a minimum of 80 feet in urban settings to 400 feet in the developing areas as illustrated on Figure 3-4. In urban areas, additional ROW has been acquired over time where the roadway has been widened from two to four or six lanes and at intersections. ROW has been acquired or reserved at 47th Avenue and 35th Avenue for future interchanges. US 34 is access controlled with access control lines at the north and south ROW lines from 1-25 east to at least 17th Avenue. An access control line is a permanent restriction on real property rights, precluding ingress, egress, and regress over, under, and across a defined location. Control of access is accomplished by acquisition. This is further described in Section S. SL0323171132DEN 3-7 SECTION 3 — GEOMETRIC EXISTING OONDITONS US 34 PE1 ROW Widths 1 .- , w I .t r1 . s St -a a $ b, ay C t I •.1 si • Figure 3-4. ROW Widths Corridor Existing Conditions Report US 34 REL. S _Q323171132 DE N Jn Gt.! •• fa) I Iy h rt e .4 II . W the -I s r itn.iiiiWi tr4 z C s A i .. r Jr! IN WI 41 oil YI n VP I ITrockm 1^ T Chief �1 f. 2.1 mi. ilk!' '''.a 4:d I�..1 , 11 r r1 Q . 11 ■ l C) 1 lar�mley, B 4t•T'Ie 'cairn Fiery, .f' 44.1i:it;s ritig — air - 7_j SECTION 3 - GEOMETRIC EXISTING CONDITIONS 3.2 Major Structures 3.2.1 Bridges 3.2.1.1 Conditions, Rating, Lanes, Clearance Table Table 3-1 provides a summary of the structures throughout the corridor with information from CDOT's as -built and inspection reports. The major structures on the US 34 corridor are illustrated on Figure 3-5. Table 3-1. Structures on the US 34 Corridor Structure Feature Number Intersected Sufficiency MP Rating Functional Status Clearance Roadway Section C -16 -AE Big Thompson River 86.931 98.6 SWIM Si WM 2 -lane, variable shoulders C -16 -AR Draw 87.651 99.6 2 -lane, variable shoulders C -16 -DH Barnes Inlet Canal 90.976 99.3 4 -lane raised median, curb and gutter C -16-W Barnes Inlet Canal 90.977 61.6 SD 4 -lane raised median, curb and gutter C -16 -Ai BNSF Railway Company 91.839 98.8 4 -lane raised median, curb and gutter C -16-T Loveland — Greeley Canal 93.245 78.5 FO MO IMP 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders C -16 -AX Loveland — Greeley Canal 93.246 78.5 FO WM IM 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders *C -17 -EH 1-25 Mainline 96.229 IS OM ImP MO II. II= WM *C-17-EG 1-25 Mainline 96.230 IS OM SIN OM MO II. NM ISM C -17-D Loveland — Greeley Canal 99.208 78.3 IMIP MOP MB IMP 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders C-17- FA US 34 Bus Loop 102.476 95.6 ImP .01 17 feet, 6 inches 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders C -17 -FO SH 257 102.804 99.8 MI IMO 16 feet, 4 -lane divided median, 10 -foot outside 11 inches and 4 -foot inside shoulders C-17- FCC Sheep Draw 104.654 83.5 IM 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders +C -17 -FR Sheep Draw 104.761 80.5 MO IMP 2 -lane, curb and gutter C17-EY Loveland — Greeley Canal 107.923 95.5 IM 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders C -17 -EX Loveland — Greeley Canal 108.803 98.5 OM MI 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders C -18 -ER 23rd Avenue 111.209 90.1 IMO WI. MO II. 4 -lane divided median, 10 -foot outside and 4 -foot inside shoulders AC -18 -AV Ramp to US 85 112.570 Southbound MI ea lel AC -18 -BB US 85 Bus 112.726 WO NPR INN AC -18 -AP US 85 Bus 112.727 MP IS AC-1S-BH UPRR 112.926 lel AC -18 -AO UPRR 112.927 lel SL0323171132DEN 3-11 SECTION 3 - GEOMETRIC EXISTING CONDITIONS Table 3-1_. Structures on the US 34 Corridor Structure Feature Number Intersected Sufficiency MP Rating Functional Status Clearance Roadway Section AC -18 -EM US 85 Mainline Northbound 113.112 WO NPR AC -18 -EL US 85 Mainline Northbound 113.113 Oa MN NM AC -18 -EP 1st Avenue 113.238 WO Me IMP MO WEI Mi AC -18 -ECG 1st Avenue WO al, MI IMO C-18-EQ South Platte River 114.553 99.7 Mi 4 -lane divided median, 1O -foot outside and 4 -foot inside shoulders C -18 -ED South Platte River 114.554 99.7 Mi 4 -lane divided median, 1O -foot outside and 4 -foot inside shoulders C -18 -FE South Platte River 115.2 Will be inspected in late 2017 4 -lane painted median, 1O -foot outside shoulders, 2 auxiliary lanes Notes: *Structures to be replaced under the 1-25 North Design Build project +Structure on 95th Avenue ^Structures to be evaluated and likely replaced under the US 34/US 85 Interchange Reconstruction project Sufficiency rating is a formula to evaluate a bridge's sufficiency to remain in service on a scale of O to 1O0. SD — Structurally deficient, which means there are elements of the bridge that need to be monitored and/or repaired. The fact that a bridge is structurally deficient does not imply that it is likely to collapse or that it is unsafe. It means the bridge must be monitored, inspected, and repaired/replaced at an appropriate time to maintain its structural integrity. FO — Functionally obsolete, which is a bridge with a structure that was built to standards that are not used today. These bridges are not automatically rated as structurally deficient, nor are they inherently unsafe. Functionally obsolete bridges are those that do not have adequate lane widths, shoulder widths, or vertical clearances to serve current traffic demand or to meet the current geometric standards, or those that may be occasionally overtopped by flood waters. 3.2.2 Frontage Roads East of 1-25, there are several short frontage roads that could affect future projects. Frontage roads improve traffic flow by maintaining corridor access control. The frontage roads are described below and mapped on Figure 3-6. Near Kelim, between MP 97.8 to MP 98.8, there is a frontage road from LCR 3 to WCR 1 on the south side of US 34. The length is approximately 1 mile. There are several driveways and one public roadway access off the frontage road. 28th Street through Greeley is a frontage road. It is not continuous and is broken into the following segments: • On the north side of US 34 from 71st Avenue to 58th Avenue • On the north side of US 34 from 35th Avenue to the 23rd Avenue Interchange ramps • on the north side of US 34 from 23rd Avenue to 17th Avenue • On the south side of US 34 at 1st Avenue, extending approximately 3,300 feet eastward Additionally, 27th Street at 1st Avenue is a frontage road. It is approximately 3,200 feet long and extends eastward. 3-12 SL0323171132DEN SECTON 3— GEOMETRIC EXISTING 1JONDff BD NS U3EEL C•1741 U5 Di Ikus,i np( *4 C -174'D 94.97 fut.a1) • Figure 3-S. Major Structures Corridor Existing Cu::diiions Report US 34 PEL SI0323171132 DE N l awnanJrde Canal k. A skareir- a 4r C -17 .r0 Thep LSrsrr nr. 11 Sur % a OVA i' o bit C -I 7411 lnnpDrtw 6 e, 01% 491% C-1? ffr Lrxreiarulreel.ryl Cars Major Suite Eurec 640 'c.rrrx tfLOJI Lccalar►d Greeley nowt I a a R iC 5;1n ti V 117 $ f t = v i> 9, Tf •' p, 17rr1 NI-Ck. I (torn o-' fy L r c-17 EX tuuelan iCxeekryr L'5ru( C•17H m C.'11 -E4 1 7� Ot spies SISr7r -4P C-1;14'0" I . ''5 �� :. I1•17Jt 11,, -N r_II ss „ + J f t R ` Y. Erionti I_ 11.71!% II y �s C4540 Pi] Fa4 trev is idl tid Vwct: -9 C-18 FE r�letl e igrlriel,r,i - lots a l girl g Cr1# El Ct9iEM ALE -1I101 C.,1 y= i.11. J\l-il. Pp,! - Lel 3.13 SECT (P4 3 GEO\1=TS C EY.. ST ''1G CU'V7 T UV= LAS 34 PEL Frontage Roads in s ICAda I.•i.-Iiii V% } rS 5't Ia ls.] 1,1 LF 11•_ > >.1! t A sr re Li ILA Y ilul Suitt ails a p. 66 r on renown L'CR1&'FriL1t4*l Roy 15. C II Ceti it 11 Wf l stekta .4114 way 'asuman - Piwnl sih•F'r.; l !•� Ir% Ir-q rRlmorti41y I'wa1 Bei Vit:Ii54/:10.giani Pixy/ 2 i16 w 51eh Sr <�111Iw•M 'i"1.Inisei 11 Mil 4 J1 -r' re c f ..' 1 'ETI '•.I IF9;. Sal: a t Pi I*lir r' it t7`; ev i ;Ite11eiPae"t .1r wir ii ette d f1U[ 7:71 �.4 fly L,r •' ".,cam- - .971.11 S' Stii'rla T4 Figure 3-6. Frontage Roads Corridor Existing Conditions Report US 34 PEL 3-14 5 M3 23.171132)E N SECTION 3 - GEOMETRIC EXISTING CONDITIONS 3.3 Drainage 3.3.1 Floodplain Crossings Floodplains within the Project Limits are described in Section 6.4. Specific corridor locations where improvements may be impacted by the floodplain are described below. The Big Thompson River intersects US 34 west of the Glade Road intersection. The river flows in a southeasterly direction through this section of the Study Area. The river is adjacent to the highway to the north for approximately 0.5 mile before the bridge, with the floodplain primarily north of the roadway. After the crossing, US 34 is within the floodplain for approximately 0.75 mile. The Flood Insurance Rate Map (FIRM) effective date for this floodplain is December 19, 2006. The Lake Loveland regulated floodplain is limited to the banks of the lake and parallel to US 34 to the north. The FIRM map effective date for this floodplain is December 19, 2006. In Weld County, Sheep Draw is regulated at the crossing with US 34 Business Route immediately west of the intersection with 95th Avenue/20th Street. The floodplain overtops the highway at this location. The FIRM for this floodplain is dated January 20, 2016. Finally, US 34 crosses the South Platte River floodplain east of Greeley. The floodplain extends approximately 1.5 miles to the east and ends near the intersection of US 34 and the US 34 Business Route. There are two bridge crossing locations in the floodplain, two parallel structures on the west side of the floodplain, and a new structure constructed to address the new side channel created in the 2013 flood. The floodplain appears to overtop the roadway in two locations. The FIRM for this floodplain is dated January 20, 2016. 33.2 Drainage Systems in Place There are multiple irrigation facilities throughout the length of the corridor. These facilities are described in detail in Section 6.1. 3.3.3 Existing Water duality Facilities A site visit was conducted to identify existing water quality facilities. No existing public water quality facilities along the US 34 corridor were identified during the site visit. There are several retention ponds created by developers in Greeley and Loveland that are adjacent to the ROW. 3.4 Utilities Full mapping of all the utilities in the corridor was not collected at this early stage of the project. As more specific alternatives are developed at specific locations, more detailed utility information will be collected to help determine if utility issues will drive alternative layouts, screening choices, or cost estimates. Table 3-2 presents a listing ownership for utilities in the corridor based on available information from CDOT. SL0323171132DEN 3-15 SECTION 3 - GEOMETRIC EXISTING CONDITIONS Table 3-2. Utilities Ownership Owner Contact Name Email Phone Relocation Cost Atmos Energy Jerry Adams Jerry.adams@atmosenergy.com 970-304-2075 Atmos CDOT Region 4 Lights and Signals Rod Dudley (interim) 970-381-4105 Include in Construction documents CDOT Fiber Optic Backbone Jill Scott jill.scott@state.co.us 303-512-5805 CDOT via Standard Utility Agreement Comcast Fiber and Cable Joe Lowe Thomas lowe@comcast.com 720-413-0072 Comcast City of Evans Dawn Anderson danderson@evanscolorado.org 970-475-1160 CDOT City of Greeley Dan Moore dansmoore@greeleygov.com 970-350-9814 CDOT DCP Midstream Lou Hagenlock LDHagenlock@dcpmidstream.com 970-378-6351 # CDOT Level 3 Communications Lance Larson lance.larson@level3.com 303-556-5833 Level 3 Little Thompson Water District Amber Kauffman akauffman@ltwd.org 970-532-2096 CDOT Noble Energy (Anadarko) Trevor Payne trevor.payne@anadarko.com 720-929-6448 # CDOT Platte River Power Authority Mark Curtis Curtism@prpa.org 970-420-2999 CDOT Poudre Valley Rural Electric Association Matt Organ 970-282-6436 PVREA Xcel Energy Gas/ Electric Distribution Pat Kreager pat.kreager@xcelenergo.com 970-225-7840 A Xcel Xcel Energy HP Gas Sarah Robinson sarah.robinson@xcelenergy.com 303-571-3926 Xcel PDC Energy Barney Hammond barney.hammond@ Ddc.com 970-371-4190 PDC CenturyLink Fiber and Telephone Terry Speer terry.speer@centurylink.com 970-490-7500 *Unknown US Sprint Unavailable Sprint Zayo Inc. Eric Boe eric.boe@zayo.com 303-481-6121 CDOT via Standard Utility Agreement Greeley Ditch Number 3 970-301-1448 Include approved design in Construction documents Greeley & Loveland Irrigation Company 970-352-0495 Include approved design in Construction documents Saddle Butte Rockies Midstream NM Si ORBS 701-690-0236 Owner Sinclair Pipeline Company NM *OS 307-324-2636 Owner AT&T Transmission 800-252-1133 AT &T 3-16 SL0323171132DEN SECTION 3 - GEOMETRIC EXISTING CONDITIONS Table 3-2, Utilities Ownership Owner Contact Name Email Phone Relocation Cost KP Kauffman Co. 303-833-3251 KP Kauffman Front Range Internet =MI SIM 866-374-4662 Front Range Internet TDS Telecom Bill Trujillo William.trujillotdstelecom.com OM SP TDS Thompson Crossing Metro District 2 — Irrigation Mil Se 970-669-1463 Include approved design in Construction documents Poudre Valley Hospital District SO IS 970-495-7000 PV Hospital District Town of Johnstown Tom Hellen l en — Water and Sewer thellen@townofjohnstown.com 970-587-4664 CDOT City of Loveland — Water, Sewer and Electric Leah Browder leah.browder@cityofloveland.org 970-962-2520 CDOT Suncore Energy Pipeline IS MS 303-857-2648 Suncore TallGrass Interstate Gas Transmission SO IS 970-332-4188 TallGrass Synergy Resources Corporation 970-978-6969 Synergy West Ridge Irrigation Association Nee SRN 970-330-5458 Include approved design in Construction documents Notes: # = In Easement A = If in railroad ROW or in easements cost borne by CDOT * = Older installations are in easements, CDOT bears cost 3.5 Pedestrian, Bicycle, and Transit Facilities This section summarizes the existing and proposed pedestrian, bicycle, and transit facilities along US 34 within the Study Area. The analysis looked at regional and local geographic information system (GIS) data from NFRMPO and local municipalities, in addition to regional and local adopted plans and their proposed improvements to the pedestrian, bicycle, and transit networks along US 34 as summarized below. • NFRMPO — Regional Bicycle Plan (2013b) (adopted March 2013) - 2040 RTP (2015a) (adopted September 2015, amended February 2017) — 2040 Non -Motorized Plan (2017) (adopted February 2017) — Regional 2040 Transit Element (2015b) (adopted August 2015) • City of Loveland - Bicycle and Pedestrian Plan (2012a) (adopted May 2012) 2035 Transportation Plan (2012b) (adopted December 2012) SL0323171132DEN 3-17 SECTION 3 - GEOMETRIC EXISTING CONDITIONS City of Greeley - Greeley 2035 Comprehensive Transportation Plan (2012) (adopted May 2011) — City of Greeley Bicycle Master Plan (2015) (adopted May 2015) — Greeley Parks, Trails and Open Lands Master Plan (2016a) (adopted May 2016) — 2016 GETS- to 10 -year Strategic Plan (GET, 2016) (adopted December 2016) • Town of Windsor Comprehensive Plan (2016) (adopted March 2016) CDOT North 1-25 EIS (2011a) (adopted August 2011) • The preferred alternative of the study highlights the intersection at 1-25 and US 34 as an interchange reconstruction during the first phase. It also notes an express bus route that starts at the interchange of 1-25 and US 34 and goes east along US 34 following US 34 Business Route. it also notes an express bus transit station and PNR at the intersection of US 34 and US 257. US 34 Business Route Elk (2008): ■ FHWA, in conjunction with CDOT and local agencies, initiated an EA for improvements to US 34 between Garfield Avenue and just east of LCR 3. The EA addresses future mobility, safety, and access. The EA does not address interchange improvements at 1-25 and US 34. Planned improvements include multi -modal transportation and widening the highway from four to six lanes. This EA and FONS1 arecomplete. 3.5.1 Pedestrian Conditions Pedestrian infrastructure varies along the US 34 study corridor. The corridor pedestrian infrastructure contains examples of detached sidewalks, attached sidewalks, shared -use paths, and no sidewalks. The majority of the pedestrian infrastructure along the corridor is located within the Cities of Loveland and Greeley. Pedestrian infrastructure at the regional level was evaluated by reviewing the NFRMPO Regional Bicycle Plan (2013b), the 2040 RTP (2015a), and the 2016 Non -Motorized Plan (2017). Pedestrian infrastructure at the local level was evaluated by reviewing the City of Loveland 2035 Transportation Plan (2012b) and the City of Loveland Bicycle and Pedestrian Plan (2012a). Figure 3e7shows the locations of existing sidewalks based on GIS data from NFR1' Po and proposed (planned, conceptual, and suggested) pedestrian improvements from adopted plans and their relationship to the existing and proposed regional non -motorized corridors (RNMC). Figure -4 shows the existing and proposed sidewalk, existing and proposed share use paths, and the proposed intersection, and trail intersection improvements from local municipalities. In addition, Figure 3-7 also shows the RNMC that will serve as regional pedestrian and bicycle facilities in the region. 3-18 SL03231✓1132DE.N SECTION 3 -GEOMETRIC EXISTING GDONDlfIONS #-011a4114 INIIL1411 LIR91L4!LIIA 1. =Lie I elaILIII.I =114= 4 IIN-4 teriThelelli14 aL. M+L#91 a.•iaH Mid II Llif d .lia.il:. a On i I at S Mile Paul i r2 • • I-.-, -I I II .it.tl;l �F 1 r - -. ---4 • .. tons I. i■rttref11* LEGEND d a. I1S-.,aw•mionmessi l•.a. L/Liareel•• Existing Propnse4' sidewa ik Shared' Use Nth/Side Path/ Stec. Trails/Cif Street Trai Is Existing Trail Underpass Pro -poised Trail intersection Itniprotvements• Proposed Intersection Improvements S " 1.Rig-r a spin SWIM dear tip p Gellip Off RS Terri :iifrDMMM i a.tsi r+t..at a t el seal ?oil+ f P�lGrpSUrals/Sign alPainl:ti..Pia LM°erapp91 MI Cad" SpiSiaae Pia ant irOpJinit.ni.Islsh aetPaCMS ;einParl.a,tiroallDistlal..hllssrrneflttlil.11llI„d' t tiro Ian ad ilia Mars rim enki t4 iS ncnp i twin baa.ir oil Good Figure 3-7. Existing and Proposed Local Pedestrian Facilities and Rr4MCs Corridor Existing Conditions Report US 34 PEt 5iQ323171132 DE tit iirlF di. a f r o! sirs G,.anikapioaa 14 9 I-. 4f la. iii.ii IS e I • Gdeaaiaa! Sias i-iaaeSSE i.MisaGa:a .. Gde easel fj,i4 ail Si ii:iei G..i a eaSeje 4, IS its 3a.is.:G,i ilia.ens um Lanais sue e_d mi..' _r�yt 1,. al... a..�Ii11a.ila 1. Ila liee•4 tr• m. ..1.• l a ..a1.._..im1. s.ree • e1., imv1) st.—..nal. •rr REGIONAL NON.CMOTORIZED CORRIDORS Eunoiag p ies ar ciaitilt PiatlttAznnican Disti rasp Tull 1: Bag 1}mtn pion Prat _15 It l l Il l I 4: Gin Vitilarrajallronea enlxa,Itland S Math Ilovaptand/WIndsor ill! 1111 E, Pv4n Plat Trill &ruing Pr n III I.11 117.. Rout Ruda irarl (Wti'1) iItICild.Blli5FFan cca nillenh d 9. J.Thtlsla irrifllrnnmth Il 11II 10 Cosksiar LSilln III l., 1 I Ii. US.34 PSrrtotiortild "'lead mystri pie!lIl:tlt.1 hew hismay Min 1114 IWO Moraud WPM Mn [MM. htPAW bt..s i. l•r-ilae•Isiar Mss, Gifilaall Itil rn',Iv in, lr win ti r a fia 4 �.raet•e tsr l- all es .a II !roams ,l Study Corridor Mite Posts 3iriiOtriailk Study Area 3.19 SECTION 3 - GEOMETRIC EXISTING CONDITIONS 3.5.2 bicycle Conditions The bicycle infrastructure along the corridor is mostly regional and local routes that intersect US 34 rather than facilities along the US 34 corridor. Existing and proposed local bicycle facilities are shown on Figure 3-8 and categorized as existing and proposed bike lanes, bike routes, and shared -use paths. The existing and proposed facilities shown are based on existing GIS data from local municipalities and NFRMPO and from the following local adopted plans: City of Loveland 2035 Transportation Plan (2012b), the City of Loveland Bicycle and Pedestrian Plan (2012a), The Greeley 2035 Comprehensive Transportation Plan (2011), the City of Greeley Bicycle Master Plan (2015), the Greeley Parks, Trails and Open Lands Master Plan (2016a), the City of Evans Open Space and Trails Master Plan (2004a) and the City of Evans Transportation Plan (2004b). Figure 3-8 also shows how the local facilities relate to the RNIVIC from the NFRIVIPO 2016 Non -Motorized Plan (2017) in which US 34 itself is proposed to be a RNMC. Most of the existing facilities are concentrated within the city limits of Loveland and Greeley. There are few facilities in between the limits of the two municipalities or that cross 1-25. The closest parallel facility that intersects 1-25 runs north of US 34 crossing 1-25 along Crossroads B oulevard as a bike lane. It then continues along Crossroads Boulevard as a bike route crossing County► Line Road all the way to Highway 257, ending close to the Poudre River Trail. To the south, LCR 20E is also highlighted by the Loveland Bicycle and Pedestrian Plan (2012a) as a proposed new shared -use path improvement that will cross 1-25 as part of the Great Western/Johnstown/Loveland Non -Motorized Corridor. SL0323171132DEN 3-21 SECTION 3 - GEOMETRIC EXISTING CONDff O KS g. aii afla 4 PIMP .11l NIP RI aiIMa naa'. WIN .I MIA a Fiil4 a fin ll. I a PLO FiaaMeell laaa =PM +lti4.l Mil= If 1 e 1 1 • 1 1 I • 1 r tawhe Pal rE it r siikie+r lkY3lY erns -rwS, LEGEND 1M1 me • rr? I Ir eta t rill rtn rial. r riser r ;.he nor nit a,'I t i .a..a..ail.a..:a=ra..sl..ti.e..a..il..a..a.. ill. ,.assn ua.•a.sa... t ..a.. s...a - q 1 NMI F# Eton stars I i etii *..- hash Bassi I a41.4 a•i 3-i s a:*ad caiia:-a&ua..isiiaie stsc•e•Naiaii.ie f -Fa &nil NIEL. on seam t . mgi i1•1.33.-.•-..•r�.:4 Existing Proposed' Bike Lane aelimniil Bike fnutesdSharrow Shared -Use Nth/Side Path/ Roc_ Trails/Off +......... Street Trails Existing Trail Underpass ! Proposed Trail Intersection improvements Proposed Intersection improvements • 3 Supawal teen t yca lusts In Ow (spa ras41 Cap ttea e,..._— h6.ams a sr hews I Far tit to snot y917 TritHifithlr soar IS ut Grp to Linen* 1lrr.i, Ica Poltiataig Rtet'ti9s !Owl! =•Giat i1 re>S tarteekirse 1,41bliait*Il4"nlltrrk,sM'Sao Itsse+IISI.hoe. iii Q$IM1.fl( ..td 'GIN 1.tw:geo Sssa asS i.Ss Aeaitee Aan ch1N l snit Cnp J Inn Irerrrn a^^ a 01 so It: Figure 3-8_ Existing and Proposed Bicycle Fadlities and RNMCs Corridor Exesfinq Conditions Report US 34 PEr 51.0323171132 DEN REGIONAL NON-M0ToRIzEb CORRIDORS [shift 11 01441414" 1 sat, rhPat It/M,'wtCin IMtreatty 11911 !. d4 Thompson River 1111111144 Gait w n l xrnQah n14 t1wmA.ovular d 5: Worth tor`findPWlndwe it! Pread . Rigs Ind Eals4l RE Ptbptt et" 191 ! 1 !11 t ?: grant a;air Tra!!I. Wild 1 1 1 1 1 �I 11 BUS r turn cnriutJ5tnhoud 4.Jseownmflrr rat : 171 I.I41 I :I* Greg' rYr!1iaS114 r, i it il•4ii4 kca-rnatonredi 14: ,t 4d11n r4, ,440.04 jCM+tt SSW. -'P 1164,0 4. n l?ni. aaa5 4.011""•01 ikuutsnrenr Raet l rrJ i1911Piy *Mis..a serrrtl fla. WWI rs.. /.1)4. _1._. Study corridor Mile Posts is al Study. Area I 1 1 se 1 1 a ■ i r tr 1 7: I 1 I 3-23 SECTION 3 - GEOMETRIC EXISTING CONDITIONS In addition to US 34 itself being proposed as an RNMC, there are seven intersections along the US 34 corridor with RNMCs and another just south of US 34. Two of the intersections of US 34 with a RNMC have an existing underpass providing a north -south connection under US 34: the RNMC S and RNI 1C 7, both within Loveland. Additionally, another local underpass that provides a north -south connection under US 34 exists within Greeley at 15th Avenue Court and US 34. The intersections of US 34 with RNMC (two of them which include an underpass within Loveland) and an additional local underpass within Greeley are described as follows (from west to east): • RNMC 11— US 34 Non -Motorized: connects RNMC 7 — Front Range Trail (West) on the west to RNI '1C 1— South Platte/American Discovery Trail on the east following US 34. This corridor is the only regional corridor running parallel to a state highway. The vision for this corridor is a shared -use trail, safely separated from the highway connecting Greeley and Promontory to Centerra, Johnstown, and Loveland. The only existing section of this corridor between 65th Avenue to 35th Avenue. • Intersection US 34 with RNMC 5 - North Loveland/Windsor: An existing path intersects US 34 with an underpass east of Cascade Avenue. • Intersection US 34 with RNMC 8 - BNSF Fort Coffins/Berthoud An existing section is located north within Fort Collins. Proposed path intersects US 34 east of North Garfield Avenue and runs parallel to the BNSF Railway Company lines (Rails -with -Trails). The corridor connects the downtowns of Fort Collins, Berthoud, and Loveland. SL0323171132DEN 3-25 SECTION 3 -GEOMETRIC EXISTING CONDITIONS Intersection US 34 with RNMC 7 - Front Range Trail (West): An existing path intersects US 34 with an underpass east of North Boise Avenue. This RNMC is a 35 -mile corridor that connects to RNMC 6 —Poudre River Trail and RNMC 3 —Big Thompson River. • Intersection US 34 with RNMC 9 -Johnstown 'lmnoth The proposed path will intersect US 34 close to County Line 13, which is the end of Lorimer County and the start of Weld County. RNI IC 9 is a 13 -mile corridor in which the primary investment need recognized is increased mobility. • Intersection US 34 with RNMC 4 - Great Western/Johnstown/Loveland: The proposed path will intersect US 34 east of County Road 13. RNMC 4 is a 25 -mile corridor that follows the alignment of the Great Western Railroad. 3-26 SL0 23171132DE.N SECTION 3 - GEOMETRIC EXISTING CONDITIONS • Intersection US 34 with RNMC 10 - Greeley/LaSalle: An existing 8.5 -mile shared -use path intersects US 34 at 35th Avenue. RNMC 10 is proposed to connect to RNMC 6 — Poudre River Trail on the north and US 85 on the south. Intersection US 34 with 15th Avenue Court underpass: The existing underpass provides a north - south connection under US 34. It connects residential neighborhoods on both sides of US 34. In addition, it helps connect a proposed bike route on the south of Us 34 with existing bike lanes on 27th Street and 17th Avenue. • Intersection US 34 with RNMC 1a South Platte/American Discovery Trail: The proposed path is a 22 -mile corridor that will connect Milliken, Weld County, Evans, LaSalle and Greeley. Currently, one segment exists in Evans. The corridor is proposed as a shared -use trail along the river corridor connecting to RNMC 6 — Poudre River Trail. 35.3 Transit Conditions 3,53.1 Existing Transit Services The Study Area contains three separate fixed -route transit agencies, operated by the region's three large communities, and one demand -response service. CDOT currently operates the Bustang service, connecting Fort Collins and Loveland to Denver. Transit is an important part of the growth anticipated to occur in Northern Colorado over the next 25 years. As a result, all transit agencies in the region are part of either the LCMC or the WCMC. Representatives from COLT (City of Loveland), GET (GET Transit Manager).,, and Transfort, the three largest transit agencies, are also active members of the NFRMPO Technical Advisory Committee as alternates for Loveland, Greeley, and Fort Collins. SL0323171132DEN 3-27 SECTION 3 - GEOMETRIC EXISTING CONDITIONS cat &Iuveldnd.orq/c olit City of Loveland Transit The COLT system is operated by the City of Loveland's Public Works Department. COLT's fixed -route service runs from 6:48 a.m. to 6:40 p.m., Monday through Friday and from 8:48 a.m. to 5:40 p.m. on Saturday, with 1 -hour headways. Paratransit and senior door-to-door service is available during the same hours for eligible passengers. Three routes provide service from two main transfer centers: Loveland Food Bank and the South Transfer Center on 8th Street. The Loveland also provides funding for the FLEX service between Fort Collins, Longmont, and Boulder. Figure 3-9 shows the current COLT service map. BUS ROUTES !I. H WWII �� 9! e911 P assi. Igir Mall% lar TIN VW Nair MI WI air P r. iisl.'sp, il..I.i sir la is Sae k..ia Vim. f.-4•ms anal ill aisEd.. ita: neeealta ler taw halm saws i Is' ',alai is +a *I BS! 1;4 ;`p -Y 1 INN SW at Ins■ ins n a 9i9fifaii IN a PIMA 4I igu1./ihu fl Iola A' Is imps. mus me is manila !It ill limn laid pat Sion an iif i IS 5iee di Mel win ! keit WS t ..o ..1M4 a sans pas A SaAPPRIPtilli 4114t'°p :1+1 n 1 re% ISM MIME Sat!taita Ma a 1'sIY *Lima -*.e IP *.4i lily PYI! 1M LLJ Ltrt La 211 wwir Cra—nI ci 997 4.L`I.il INS P776SIWM ideLIR Ilme 't1ai1! immi ed. bl.q t is dr iU n4M ism +kith: Orr "rim* lHPfl r OWE da !DWI St %SSP EMS QI In* bill t 11=9 C"l7�.. i-_ta _ -- _ a- -96E- Mb �. ii It *' t ha 97c1,913242429 Figure 3-9. Current COLT Service Map Corridor Existing Conditions Report US 34 PEL Greeley -Evans Transit GET is operated by the City of Greeley and provides fixed -route, paratransit, and Call -N -Ride services to the public within Greeley, Garden City, and Evans. Service to Evans and Garden City is provided through an I A. All University of Northern Colorado students can ride free with their student identification (ID). The Ride Free with ID program was extended to any elementary, middle, or high school student in Greeley and Evans. Students can show their student IDs to bus drivers, obtain a free school year pass, or show their state -issued ID to the drivers. The service has allowed students to participate in a variety of after school activities they were not able to previously. In 2016, GET updated its route system, which shifted the previous one-way loops with !bi-directional linear routes shown on Figure -4. 3-28 SL0323171132DEN SECTION 3 - GEOMETRIC EXISTING CONDITIONS GET ROUTES Knowwhen hen the next bus is coming from any mobile smart phone! Download the Reutes:hout app from your in -lone orAndroid Market today or visit w.!RouteShout.corn RouteShoul Northridge W.S. 4TH ST 10TH ST _Frontier Acairy nriersiwy Schools 201 Updated: N1.612016 Walmart fl Creel . West H.S. 29TH ST I r — Figure 3-10. GET routes, updated 2016 Corridor Existing Conditions Report US 34 PEL GE 970-350-9287 www.gmeleyevanstransit.com Wahl -loft OST A County ,J ad Wald Human Services AST 2ND ST 32ND ST 37TH ST r iRS meat Packing PIan1 Leprino �fl SL0323171132DEN 3-29 SECTION 3 -GEOMETRIC EXISTING CONDITIONS Transfort Transfort is the largest transit agency in the region, serving the City of Fort Collins. The service has seen record growth in the past 5 years, specifically after the opening of the MAX bus rapid transit line and partnering with Colorado State University to provide students with free service. In the Study Area, Transfort operates the FLEX services in partnership with Loveland, Berthoud, Longmont, and Boulder County. The local service provides service along US 287 between the South Transit Center in Fort Collins to the Longmont terminus at 8th and Coffman PNR, with stops in Fort Collins, Loveland, Berthoud, and Longmont. The express service stops at all MAX stations in Fort Collins, stops in Loveland, then runs express to Longmont and the City of Boulder. The express service is possible because of additional partnerships with the University of Colorado -Boulder and Colorado State University. CDOT/Bustang The Bustang service operates between the Downtown Transit Center and Harmony Road PNR in Fort Collins to US 34 PNR and Denver Union Station in Denver. Operating seven roundtrips per weekday, Bustang provides interregional service between Northern Colorado and the Denver Metro. At Denver Union Station, riders can connect to the RTD bus, light rail, and commuter rail system. At both stops in Fort Collins, riders can connect to the Transfort system, and in Loveland (Loveland -Greeley PNR stop), they can connect to the COLT system, which require the use of informal paths between stops. In the Study Area, Bustang operates along the 1-25 Corridor. 3.5.3.2 Other Transportation Services Berthoud Area Transportation Services (BATS): BATS is operated by the Town of Berthoud. BATS provides shared -ride demand -response service for residents in an approximately 8 -square -mile service area. The service area includes the developed portion of Berthoud and the immediate area surrounding the town. BATS transports riders to Longmont on Monday, with trips to Loveland provided Tuesday through Friday. Out-of-town (trips with destinations outside of Berthoud) rider pickups begin at 8:00 a.m. with a return trip to Berthoud at 11:30 a.m. In -town trips are provided from 8:00 a.m. to 4:00 p.m., Monday through Friday. There is no service on holidays, and all rides must be scheduled at least 24 hours in advance. BATS fares are $1.00 for in -town trips and $4.00 for out-of-town trips, each way. The system has a small source of consistent revenue through a one -cent municipal sales tax. Senior Alternatives in Transportation (SAINT): SAINT is a 501(c)(3) non-profit providing rides to seniors 60 and older, and adults with disabilities in Fort Collins or Loveland. SAINT volunteers drive their own vehicles. SAINT staff recruits volunteers, schedules rides, and provides a mileage allowance and extra insurance to the volunteers. SAINT's 500 clients are served by 160 volunteers and 4 staff members (1 full-time and 3 part-time).. In 2016, volunteer drivers in Fort Collins and Loveland provided over 28,000 rides to seniors in need. SAINT operates from 8:15 a.m. to 4:00 p.m., Monday through Friday. Weekend and evening rides are available in Fort Collins by special request. Riders must call to make reservations at least three business days in advance, with reservations taken Monday through Friday from 8:00 a.m. to 12:00 p.m. No fare is required. However, donations of $1.00 are suggested, with the average donation being $1.15. Berthoud Rural Alternative for Transportation (AFT). RAFT began in January 2014 because of the reduction in the service area of BATS. RAFT is a non-profit volunteer transportation service that offers door-to-door, on -demand services to eligible seniors (65+) and adults (18+) with disabilities. RAFT operates under the Berthoud Area Community Center/Golden Links, Inc. The service relies on volunteer drivers. However, the service acquired an ADA van with funds from a N FRMMI PO New Freedom sub -grant. During its first year of service, volunteers drove approximately 22,000 miles, providing 960 trips for eligible individuals. Windsor Senior Ride Program: Senior Ride provides transportation assistance to Windsor residents aged 55 and older who are unable to drive themselves. The service maintains one wheelchair -accessible, 3-30 SL0 23171132DE.N SECTION 3 - GEOMETRIC EXISTING CONDITIONS 13 -passenger Starcraft van. The van can hold up to two wheelchairs and 11 passengers. The service employs two drivers who split the driving duties. Rides are provided to and from medical appointments, as well as to and from Senior Nutrition Lunches at the Windsor Community Recreation Center on Wednesdays and Fridays. VanGOTM - Vanpool Program: VanGOTM Vanpool Services is a provider that links an average of six people with similar daily commutes together to share a van. Vanpool members pay a monthly fee to cover the costs of the administration of the program, fuel, maintenance, and insurance. Driving responsibility is shared among the vanpool members. VanGoTM reports the vehicle and passenger miles traveled to Federal Transit Administration to fund the vehicles. The VanGOTM fares are calculated using a zone system. There are a total of 13 20 -square -mile service areas, with VanGOTM currently serving 10 of the areas. Fares are computed according to the number of zones in the vanpoolls route. For example, in 2012 a trip from Fort Collins to downtown Denver cost $227 per person, per month. The average price for a gallon of gasoline in 2012 was $3.60, making the VanGOTM vanpool option a cheaper alternative to driving to Denver alone on a daily basis. Proposed Transit Services The NFRMPO 2040 RTE (2015) recommends nine regional transit corridors (RTCs) as priorities for transit investment over the next 25 years. These corridors enhance intra- and interregional connections, creating a network of east -west and north -south routes. Many of the routes would complement existing infrastructure, such as connecting cities to the Bustang service, while others would enhance the mobility of residents by connecting them to education, employment, medical, and social facilities. The RTCs discussed in this section are suggested corridors and not specific routes. The RTC 5 runs along US 34 connecting Loveland with Greeley. RTCs 7 and S also run along US 34, but they provide a connection between Greeley and Loveland to the Bustang service. RTCs 2, 3, 4, and 9 do not run along US 34, but they intersect with it. Figure 3-11 shows the existing local and regional transit services and the proposed local transit routes from the GET and the proposed RTCs. SL0323171132DEN 3-31 I I SECTION 3 — GEOMETR1cEXISTING G0ND (IONS i 1 I� 7is- ,r U II • 1 S RY9hh1A ..1,_..IL.!......Ant .sts ,. .a: • • rr—.•_. _• •._., _..e.TB* •meet.. Lie LFiy4 • • I e SOWS 1 ••!F. A,1.••••1101•••• 1 'nr•.# I • •F I • LEGEND • _ e• e It • Mme. • • a •.. e • • • • • • t eV 4, 1 I I.* Mel a"Ser.a e'S?Y Q.•e ? eteIll eI IN f -Peru Sri tell' =•lt•rt=11 wetsel=•n•'l•=lt sus IT=MO �FI=n twits it=uaas.el ISIS= I T=1n =el l • -•. • sre • • • i •a • saear Dona ....n • a s . i� t I ■ LitH- r • • • • I' 1 • ad a.. so bb a • • Sam ...0 Ann," .-t mL s tts1.e.•.= I l=te'a 1•= es wawa. s .e=!Ie•et=11=Ie•ae i.ee.=Il=.I=.M.Ir.r=I.=Ie=IL=il=I.=■Iaee=AIte.I=-ll tt it=.I Meta a l Baal In I s=01a 6Ia I. sIL:a 1 l ilia I I Vaal. MA .�_ Existing Local Service Existing Regional Service (TRANSFCRT - FLEX $k Butting) Figure 3-11. Local and Regional Existing and Proposed Transit Routes Corridor' :xist g C adi1tons Report US 34 PEt I u® Greeley Proposed 30 Min Headway Greeley Proposed 60 Min Headway' • s • GET Proposed Local Service"+* • 6 • GET Proposed Regional Connections' • Proposed Express Bus transit Stallion`'" • ChrpoQl Lott" • •ITaII sun mummies In So Cap SiGoas 1r*tt famowSae TIe••/• at Few 00 IL) • I,•„t__,••saw aerain. bum 4i1Ile4•FrSin tI•'•an (x34,',I • "if +mpa 4lginl•Mau tat Y+FLspasChat Post Ili "Nees' 1Qi1 • NFRNIPO REGIONAL TRANSIT CORRIVORS'"• Proposed RTC 2 Proposed RTC 3 Proposed RTC 4 Proposed RTC 5 ≥I1 8•,e .i Tu••Iitliet-r=27bISI. a; q II r • I i Proposed RTC 7 Proposed RTC Proposed RTC 9 5103231711327=tit 3-33 SECTION) 3 - GEOMETRIC EXISTING CONDITIONS Regional Transit Corridor Descriptions RTC 5: Greeley -to -Loveland: The vision for RTC 5 is to improve connectivity and mobility. Development has occurred along the US 34 corridor connecting Greeley and Loveland, providing new opportunities for shopping, medical facilities, and retail, A previous version of this route, the 34 Xpress, was canceled because of low ridership. Potential problems are discussed in the 2040 RTE (NFRMPO, 2015b). Additional development, connectivity to the Bustang service on 1-25 at the US 34 PNR, and improved marketing and scheduling should improve the usage of this route. A demand exists for connecting communities west of 1-25 with Greeley. RTC 5 will provide a separate service from RTCs 7 and 8 by providing a complete, local route between Loveland and Greeley, in addition to connecting to the 1-25 Bustang service. Whereas those two routes exist to provide links to the Bustang service, RTC 5 exists to provide connections within and between the two cities. RTC 7: Greeley-to-Bustang (Express Route): The vision for RTC 7 is to provide express connections between downtown Greeley and the 1-25 Bustang route (Centerra PNR). The corridor complements RTCs 5 and 8. The corridor intersects five additional corridors, creating a true regional connection. A regional demand exists to provide east -west connections, especially connecting Greeley to other transit corridors, I-25, and the development along the corridor. RTC 8: Loveland-to-Bustang (Express Route) The vision for RTC 8 is to provide express connections between downtown Loveland and the 1-25 Bustang route (Centerra PNR). The corridor complements RTCs 5 and 7. The corridor intersects five additional corridors, creating a true regional connection. A regional demand exists to provide east -west connections, especially connecting Loveland to other transit corridors,1-25, and the development along the corridor. SL0323171132DEN 3-35 SECTION 3 - GEOMETRIC EXISTING CONDITIONS City of Loveland Transit (COLT) Proposed Transit The City of Loveland 2035 Transportation Plan (2012b) highlights the following proposed improvements illustrated on Figure 3-12. • Proposed route 51 that travels along US 287 and intersects US 34 • Proposed route 56 that travels along US 34, starting at US 287 and going east • Proposed route 52 travels along 1-25 • Proposed route 53 travels along 1-25 • Proposed transit center along US 34 west of 1-25 Legend 14) Proposed Transit Center 1-141 Exiatino Transit Center Route 101 Route 10 Route 103 Rotate 104 Route 105 Route 1043 Ratite 107 a Ram 1Q woo 81 1 mini Route 52 11rtIsru Route53 II : ? i f i• tl Rcute6 ■6 NUN .Mt iMRRI ISR! C Railroad Growth Management Area Big Tlrnipsan River fakes City Limits 1 Mies p.aaalssla..-/l.6pip ..i..4L-461•/LaII1at .J_ -..•--_._q•1111 net ?LW S=.n= ,:al i cc_=i°. 1 • •-•Tiis.i4.z :.s_ sacra a a . 1 I ■ r tedi 1 t. kf_PSera 1¢a. gamin= !Mena MSS `I.■ —M ■.NM..IMI—su...nMin tie..d ■ I r �a r - a - a S a r a a r i a a a ila • O• ii r go▪ t a • I U I I 1 y� 4 u s i:r �•, �. +R *' 'et.;.. � ; Al ~ i it a %A,I a 'ti a 22 tie PI Imo± �L I II C.I s It i.-.4 �11■ 1 .. a i I ii�i.�ii�i•ii dl• • k i .. •••2 ••wvr—ss.a vIL i a a PROPOSED TRANSIT PLAN Figure 3-12. Loveland Proposed Transit Plan Corridor Existing Conditions Report US 34 PEL Source: City of Loveland, 2012b 3-36 SL0323171132DEN SECTION 3 - GEOMETRIC EXISTING CONDITIONS GET Transit Vision Plan The map shown on Figure 3-13 is part of the Greeley 2035 Comprehensive Transportation Plan (City of Greeley, 201.1). The plan mentions increased frequencies, moderate increases in the length of the service day, and increased coverage and regional service. The Transit Vision Plan Service Map on Figure 3-13 shows hoer the increase transit coverage could be extended to include the high -growth areas to the west, and some north and south coverage. IGREFIFY • Coroptehenettot Transportation :'I -to itt Chapter 4: 2035 Transportation Vision Plan 7timnithirl p 0 YF 1 Flex Atria 'nit 05 Figure 4-4: City of Greeley Transit Vision Plan Service Map Ct tsse i Len terplace 'Nett Clan y Rirainpac bark I tntVi Cckit aJ'u Medical Center Greeley [vans Weld 'County ]i s; C tor Hall a l t�, 4gtern Coiaro el•II Piled it 1 Traneix isersan • Key Daalnatmns T46 919 S Rains Outmeirrei 313 Miriul! Sew* eo'1iffiate Servka • rinecont • Flex Area SCmOtI eourlasn&5 erect* Coy Lint kart% Cly I ne* Figure 3-13. Greeley Transit Vision Plan Service Map Corridor Existing Conditions Report US 34 PEL Source: City of Greeley, 2011 3,5,3.4 Mobility Committees The Mobility Coordination Program reports to a mobility committee in each county (LCMC and WCI 1C). Each committee meets every other month, and all meetings are open to the public. The goal of the mobility committees is to provide a forum for transit providers, human service agencies, and members of the public to discuss needs, to network, and to find creative solutions to mobility issues. Lorimer county Mobility Committee: The LCMC meets the third Thursday every other month from 1:30 to 3:00 p.m. at the NFRMPO Offices, located at 419 Canyon Avenue, Suite 300, Fort Collins, Colorado 80521. Weld County Mobility Committee,: The WCMC meets the fourth Tuesday every other month from 1:30 to 3:00 p.m. at the Greeley Chamber of Commerce, 902 7th Avenue, Greeley, Colorado 80631. SL0323171132DEN 3-37 SECTION 4 Traffic, Travel Forecasting, Safety, and ITS Existing Conditions 4.1 Traffic Operations 4.1.1 Safety Traffic crash data from 5 full years (2011 through 2015) was provided by CDOT for the Study Area. For the nearly 33 -mile length of the Study Area, there were a total of 2,650 crashes over the 5 -year period. For this report, the crash data is presented in a summary format, with additional breakout of crash types calculated at major intersections. Traffic data by intersection is not yet included, so crashes are presented as a total number and not as crash rates. Severity of the 2,650 total crashes can be broken out by property damage only, crashes with injury, and crashes with fatalities. • Property Damage Only = 1,777 Crashes with Injury = 861; persons injured = 1,308 Crashes with fatalities = 12; persons killed = 12 The number of vehicles involved in the 2,650 total crashes is broken out as follows: Single -vehicle crashes = 368 • Two -vehicle crashes = 1,898 • Three -vehicles or more = 384 The following observations were made from a review of CDOT's summary of crash data provided by DiExSys (Appendix A): • The most common times for crashes coincide with the peak a.m. and p.m. traffic times, especially the PM traffic hours from 4:00 p.m. to 6:00 p.m. 170 crashes, or over 6 percent, had a driver with some level of impairment (alcohol, drugs) • Just over 12 percent of the crashes occurred during inclement weather • About 60 percent of the total crashes occurred at intersections, driveways, or ramps • Less than 8 percent of the total crashes involved drivers leaving the roadway • About 70 percent of the crashes occurred in daylight, matching the percentage of traffic volume in daylight hours Additional breakout data are shown in CDOT's full DiExSys output in Appendix A. The crash data were further evaluated by the project team to identify any substantial numbers or patterns that might guide the early stages of the PEL alternatives development process. The first breakout of data is shown on Figure 4-1, a summary graphic showing crashes broken out by the 0.1 mile along the whole corridor. SL0323171132DEN 4-1 SECTION 4 —TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS (EXISTING CONDITIONS 140 120 1112 100 5 ICU S0 CU Ct U T6 6D E a r, 40 ZO O r 50,000 vpd a la _ e'Approximate Daily Traffic on US 34 ie Individual Fatal Crashes by Location • • • m 5 WU, C arni Ws ftai• i r 30,000 vpd 44. 2 el I -I en O O rV v oC IX tt n mm i N n CO C S . ij LI LI m a Ql Co GD itt rn r1 r-i co Figure 4-1. Summary of US 34 Crash Data Corridor Existing Conditions Report US 34 PEL Blue = Total Crashes in 1/10 Mile segment Red = Injury Crashes in 1/10 Mile segment O1 en CC HOC u U The following are primary notable items from evaluating the crash data in a corridor -wide context: The most prevalent type of crash in the corridor is the rear -end crash. This type of accident is not unexpected in the context of the corridor because of higher speed limits and travel speeds, larger distance between intersections, and traffic signals interrupting traffic flow. • While crash rates at intersections cannot be calculated without the full scope of traffic count data, crash data corroborates that the crash rates at intersections east of 1-25, in the higher speed segments of US 34, will be higher than in the more urban western portion of the corridor in Loveland. • The proportion of crashes that have injuries is higher in the Loveland area compared to crashes in the eastern end of the corridor. This is somewhat counter intuitive, as crashes in the Loveland area should be at a lower speed than those at the eastern end of the corridor. Other than crashes normally expected with signalized intersections, there is no notable pattern or concentration of crashes in the remainder of the corridor. The crashes with fatalities are in diverse locations and appeared to occur for a wide range of reasons. The crashes by type were further evaluated at the major intersections in the corridor and are shown on Figure 4-2. The work areas for other projects (I-25 area, US 85/US 34 interchange) were excluded from this more detailed data evaluation. Again, the high percentage of rear -end crashes is evident from these graphics. It is also notable the higher share of approach -turn crashes occur at the intersections at the western end of Loveland, where protected -permitted left turn phasing is allowed at signalized intersections. 4-2 SL0 231✓1132DEN SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS Leger d Approach Turn Broadside Rear -End Sideswipe — Same Direction Sideswipe — Opposite Direction All Others Approach Tin 22% Broadside 1O% Wilson Ave. a 36 crashes Rear-€nd 30% O5rerticn 7% Rear -End 15's US 287 (both sides) , 30 crashes County Road 1, 32 crashes Approach Turn 36% Approach 1ur1 10% Pedestrian 13% Madison Ave. • 41 crashes County Road UN 163 crashes Figure 4-2. Crash Type at Major Intersections in the US 34 Corridor Co rrido r Existing Conditions Report US 34 PEL ICJ, Taft Ave. , 42 crashes Apptn.tech Turn 22% Boyd Lake , 52 crashes US 34 Business, 69 crashes SL0323171132DEN 4-3 SECTION 4 —TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS Legend Approach Turn Broadside Rear -End Sideswipe Same Direction Sideswipe — Opposite Direction All Others 83rd Ave,_, 52 crashes 35th Ave. r 174 crashes Sideswipe Safni Directs Promontory Pkwy.020 20 crashes 65th Ave. , 108 crashes 17th Ave. , 103 crashes Sideswipe Sa rat -time 16)6 95th Ave., 34 crashes l'is,d same Direction 13% County Road 49, 35 crashes Figure 4-2 Crash Type at Major Intersections in the US 34 Corridor (continued) Corridor Existing Conditions Report US 34 PEL 4.1.2 Volumes 44 .0 Rear -End 56% 47th Ave. , 174 crashes Existing traffic volumes and patterns were evaluated using available data sources, including CDOT's OI (2016). With respect to the US 4 corridor, average daily traffic volumes range from a low of 8,900 vehicles per day (vpd) near Glade Rd to a peak of 52,000 vpd at the interchange with 1-25. Figure 4043 illustrates how traffic volumes vary by MP. SL0323171132DEN SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS US -34 AA DT 60000 50 000 40000 Ci 30000 C. 20000 1O00O O st- ti A ^QC, T <47 6;7) Intersection Figure 4-3. Average Annual Daily Traffic Volume by MP (2016) Corridor Existing Conditions Report US 34 PEL Typically, traffic volumes along US 34 during off-peak and weekends are less than during the typical weekday commuter periods. As shown on Figure 4-4, weekday traffic volumes along US 34 at the permanent count station located at the Larimer-Weld mer-Weld County Line (MP 98.94) experience a distinct morning and afternoon peak that coincides with commuter traffic. East of 1-25, midday volumes during the week are comparable to the peak volumes experienced on a weekend. E Boo O I -a 9 10 'H 11 11 14 Pa 1 [r 11 1$ 19 Hour of Day Monday • Tuclid ay WQdn%dav --Thur,da'r Fr by Saimaa)? —Sunday Figure 4-4. Average Hourly Traffic Volume by Day of Week (2016) Corridor Existing Conditions Report US 34 PEL 11 a SL0323171132DEN 4-5 SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS According to the NFRMPO travel demand model, the a.m. peak hour is from 7 to S a.m. while the p.m. peak hour is 4:30 to 5:30 p.m. Annual data from the permanent count station is provided in Table 4-1 and indicates that volumes have steadily increased over the past 15 years of record. Table 4-i. Historical Average Annual Daily Traffic Volumes (vpd) by Month and Year' Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2017 43,285 46,464 N/A 2016 41,425 43,841 44,715 2015 39,309 40,598 43,446 2014 35,950 37,857 41,214 2013 36,704 37,687 38,398 2012 35,201 36,581 38,570 2011 33,709 35,606 36,884 2010 33,019 34,679 35,322 2009 -- -- -- 2008 29,990 -- -- 2007 32,832 34,082 36,514 2006 31,997 32,921 33,456 2005 30,994 33,812 33,485 2004 30,871 32,264 33,701 2O03 30,664 31,062 28,303 2002 -- 31,173 29,273 2001 26,027 27,624 28,847 2000 -- -- -- N/A N/A N/A N/A N/A N/A N/A N/A N/A 45,735 46,782 48,405 47,164 48,117 46,670 47,377 44,448 44,327 43,910 42,918 45,621 47,086 46,332 46,676 45,761 42,237 42,499 42,264 42,228 43,411 43,125 43,982 43,537 43,628 39,668 40,897 38,517 40,857 40,998 41,821 42,963 41,083 41,798 37,861 37,603 37,521 38,685 40,102 38,711 39,795 38,582 38,990 37,924 36,867 36,880 36,297 38,369 37,498 38,226 37,805 36,899 36,131 35,350 36,921 36,757 38,427 37,244 37,162 36,877 36,833 35,540 35,100 33,865 34,658 35,796 35,399 35,538 35,931 33,576 33,790 33,221 33,858 36,495 -- -- -- -- -- 36,427 36,305 36,828 36,134 37,500 36,125 36,420 34,449 29,601 35,318 35,034 36,202 35,116 35,788 35,734 35,162 34,113 34,551 34,153 34,153 35,396 34,053 33,635 32,463 32,577 32,412 32,118 34,310 33,486 -- 34,491 34,807 34,501 33,955 31,515 32,232 33,520 33,817 34,660 34,639 34,391 33,974 33,867 30,859 31,633 34,213 -- 33,726 33,601 34,482 32,988 32,788 31,321 31,584 29,945 29,382 31,059 31,256 32,362 31,205 31,732 26,611 28,373 -- -- -- -- -- 28,642 28,052 26,563 26,448 a Includes weekends and holidays Notes: N/A = not applicable -- = data unavailable The data in Table 4-1 indicate that traffic along US 34, near the automated traffic recorder (ATR) location east of County Line Road (between WCR 13 and WCR 15), has increased at a rate of approximately 3 percent per year over the past 15 years. To understand how the rate of traffic growth has changed over time, a traffic count at this same location taken in 1988 was also reviewed. Based upon that count, traffic along US 34 has experienced an annual growth rate of approximately 4.5 percent over the past 30 years. As shown in Table 4-2, traffic projections from the NFRMPO travel demand model reflect a 1.9 percent per year rate of growth from 2012 through 2040. Table 4-2. ,Average Annual Growth in Traffic (approximate) 1988 - 2016 2001- 2016 2012 - 2040 4.5 percent per year 3.0 percent per year 1.9 percent per yearn a From the NFRMPO travel demand model There is also a seasonal component to the traffic volumes, with volumes at the ATR station roughly 10 percent less in the winter (November to February) than in the summer. West of 1-25, the seasonal 4-6 SL0323171132DEN SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS influence is even greater (approximately 15 percent) and likely a result of summer recreational traffic to locations like Estes Park, Rocky Mountain National Park, and Grand Lake. The rate in traffic volume growth has also varied based upon location along the corridor. Volumes within developed areas, such as Loveland and Greeley, have experienced a slower rate of volume growth than have less developed areas. As shown on Figure 4-5, the largest growth in volume along the corridor has occurred between US 287 and SH 257. 44. J% 2% 1% 1 AVERAGE ANNUAL TRAFFIC GROWTH 1988-2015 2 3 4 5 6 Reit ':S :iy::.' WveN {lil Li R' f:=asp!.'.; _!(' Lb• ;(.i ti:.' •::ii i�i l .'Ciii b: _i-: i i i;vb Traffic Approaching Unstable conditions ® Significant Intersection Belays and low Average Speech Stable traffic operations 7 Figure 4-5. Traffic Growth on US 34 Corridor Existing Conditions Report US 34 PEL 9 111 10 1 Wilson Ave 2 USS287 2 Boyd Lake Ave 4 1-25 5 CR1 C CR17 7 95thAve 19 59thAve 9 35th lure 10 USS5 4.1.3 Congestion The extent of corridor traffic congestion was determined based upon available data, including OTIS (CDOT, 2016) and INRIX. RIX. OTIS reports volume -to -capacity (v/c) ratio, which can be used to approximate the quality of traffic flow. Based upon vjc ratio, approximately 35 percent of the corridor currently experiences unstable traffic conditions (0.8 > v/c ratio ≥ 0.9) or significant intersection delays (lac ratio > 0.9). Corridor segments currently experiencing peak hour congestion are shown on Figure 4-6. TirafficAppraarhingUnstableconditions S Significant Intersection Delaysand lowAverage Speeds Sta ble traffic operations Figure 4-6. Quality of Traffic Flow During Peak Periods Corridor Existing Conditions Report US 34 PEL SL0323171132DEN 4-7 SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS INRIX uses "big data" to provide travel time information along 5 million miles of highways throughout the country and around the world, including US 34 in Colorado. In this case, big data includes obtaining location data for tens of millions of vehicles and devices, in real time. This enables travel times and speeds (and by extension congestion) to be measured in real time. Figure 4-7 is an example of an INRIX Travel Time Index (TTI) report for March 27 to March 31, 2017, between 4:00 and 6:00 p.m. TTI is the ratio of congested travel time to free -flow travel time. ATTI of 2.0, for example, means that it takes twice as long to travel from one point to another during that period of congestion than it takes when traffic volumes are light. For the week represented in the INRIX graphic, congestion (shown as dark orange or red) occurred in the westbound direction at 23rd/35th Avenue, at WCR 17, between 1-25 and Boyd Lake Road, and at US 287. Congestion in the eastbound direction was less widespread, and of shorter duration. Travel time index on US -34 between N CR-29/Waterdale Dr/N Carter Lake Rd and CR-49 using INRIX data Averaged by 5 minutes for March 27, 2017 through March 31, 2017 4 Westbound 2017throu h M -r 0.7 U.S-J4 II l l I. US -83 (GREELEll (EAST] I AVE C R - t5/95TH AVE CO -257 I I CA.•T I I U5-871'125 FRONTAGE ,.. 1CR-9JIOYD LAKE AVE 1 I I US -287/N UNCOLN AVE N WILSON AVE N CR-29.. I Eastbound + M1 rrh 77. ?11117 thrrirr,I, r.tarrh 11 . 'm Travel time represented as a percentage of the ideal travel time (Travel Time / Free -flow Travel Time) 10 11.111.3 11.6 12 12.5 Figure 47. TTI on US 34 Corridor Existing Conditions Report US 34 PEL Source: INRIX Figure ilea presents the same IN RIX information in a graph format with TTI value along the vertical axis and US 34 Milepost along the horizontal axis. For the period analyzed, the graph clearly shows how TTI spikes at key locations throughout the corridor. 4-8 SL0323171132DEN SECTION 4 -TRAFFIC, TRAVEL FORECASTING, SAFETY, AND ITS EXISTING CONDITIONS Trave US -34 2.50 Time index Business (4-6PM) to CR-29 VIM I --1 2.30 210 1 90 -t >N 4l? d cu 170 F— > = CO 9J °a •Ln 3 CO en i ! s o -c sa m 150 H- 130 , V in r rJ / 1.10 J.00 - 35 90 95 100 105 :10 US 120 US -34 Milepost Figure 4-8. Graphs of TT I on US 34 Corridor Existing Conditions Report US 34 PEL 4.2 ITS in the Corridor The ITS devices that are currently located in the US 34 corridor are presented in Table 4-3. Table 4-3 Existing ITS devices MP Device 93.3 96.02 (PNR Caml) 96.02 (PNR Cam2) 96.1 (westbound) 99.3 107.61 109.11 110.23 111.23 111.74 112.23 Variable Message Sign CCTV (PTZ) CCTV (PTZ) Remote Traffic Microwave Sensor ATR Adaptive Traffic Signal (65th Avenue) Adaptive Traffic Signal (47th Avenue) Adaptive Traffic Signal (35th Avenue) Adaptive Traffic Signal (23rd Avenue) Adaptive Traffic Signal (17th Avenue) Adaptive Traffic Signal (11th Avenue) CCTV (PTZ): Closed Circuit Television (Pan -Tilt -Zoom Camera) CDOT does not currently have fiber optic communications along the US 34 corridor. However, connection of the CDOT R4 Headquarters in Greeley to the fiber optic backbone along 1-25 is planned. SL0323171132DEN 4-9 SECTION 5 Access Control Plans Access management is a tool that can be used to improve safety, increase the ability to accommodate travel demands, and provide effective access for local land uses. As a complementary process to the PEL, access control plans will be developed for the US 34 corridor. In conjunction with the recommendations from the PEL,the access control plans will provide a long-term vision for the corridors with respect to vehicular access and circulation, and will assist in understanding future operational needs and opportunities for partnership. As defined by the Access Management Manual, T'S'B, Second Edition 2014 (AASHTO, 2014), "Access management is the coordinated planning, regulation, and design of access between roadways and land development. It involves the systematic control of the location, spacing, design, and operation of driveways, median openings, interchanges, and street connections to a roadway!' Access management along Colorado state highways is generally administered by CDOT on a case -by -case basis, as prescribed by the latest edition of the State of Colorado State Highway Access Code (2002). Per Section 2.12 of the State Highway Access Code, CDOT ora local authority may develop an access control plan for a segment of highway that defines access locations, level of access, and traffic control for future conditions. An access control plan is a long-range planning document that identifies access conditions that will be implemented as highway and land use characteristics change.Access control plans for state highways are binding agreements adopted by CDOT and the local authorities through an IGA. Developing an access control plan provides CDOT and the local authorities with the opportunity to develop a single transportation plan that considers multiple access points along a segment of highway as a network rather than as individual access points. Corridor -specific issues such as intersection spacing, traffic movements, circulation, land use, topography, alternative access opportunities, and other local planning documents may be considered in developing an access control plan. The plan does not define capacity improvements, off -network improvements, or funding sources for access improvements, although these elements will be incorporated in conjunction with the PEL process on US 34. 5.1 Access Management Benefits Access management provides the means to balance good mobility along the highway with local access needs of businesses and residents. Implementation of access management principles and techniques on state and local transportation networks can provide the following long-term benefits for highway users, communities, and businesses: • Safety: Fewer decision points and less potential for conflicts for motorists, cyclists, and pedestrians result in a reduced number of crashes. Safe access to businesses and residences is provided. • Increased ability to accommodate traffic demands: Limits full movement access within a corridor, which favors through movements and strategically identifies locations for vehicles to enter and exit the corridor. Reduces congestion, thereby reducing travel times and discouraging through traffic from seeking alternative local routes to avoid. congestion. Improves operations on the highway to provide increased opportunities to reduce delay on the local street system. Reduces congestion, which results in less air pollution. SL0323171132DEN 5 1 SECTON 5 -ACCESS CONTROL PLANS Preserves property values and the economic viability of abutting development: — A more efficient roadway system captures a broader market area, — A more predictable and consistent development environment is created. Well-defined driveways with suitable spacing make it easier for customers to enter and exit businesses safely, thereby encouraging customers to patronize corridor businesses. • Encourages use and development of local streets: Alternative local routes allow traffic to access local amenities conveniently without using the highway, thereby providing both convenient local access and circulation and reduced traffic volumes on the highway. • Enhances corridor appearance: Businesses are easily located. Well-defined access points with suitable spacing provide more opportunities for streetsca ping/landscaping. 5.2 Guiding Principles The access management principle centers around limiting and consolidating access along major roadways and focusing access for development on a supporting local street network and circulation system. The following guiding principles to access management will be applied in the development of the access control plan for US 34: Limit the number of direct access points to the major roadway • Locate signals, intersections, and interchanges to favor through movements • Minimize the number of locations where vehicles merge, split, or cross • Remove turning vehicles from through traffic lanes Provide a supporting local street network and circulation system In addition, a functional intersection area will be considered in evaluating the spacing between major intersections. The Policy on Geometric Design of Highways and Streets and the Access Management Manual) TRB, Second Edition 2014 (AASHTO, 2011; 2014) indicate that separation of access points should not be less than the functional area of the intersection. The functional intersection area extends upstream anddownstream from the physical intersection, as shown on Figure 5-1. C=3 D virus BREAM UPSTREAM P r sic al Area of I ntter.cectani Functional Area of I nters-e ii on Figure 5-1. Functional Intersection Area Corridor Existing Conditions Report US 34 Pa Source: FHW. f 2010 UPSTREAM DOWNSTREAM 5-2 SL0 231✓1132DEN SECTION 5 - ACCESS CONTROL PLANS The upstream distance is a combination of the storage length, deceleration and taper length, and the perception -reaction distance required for the speed of the segment. The downstream distance is measured as either acceleration length or decision sight distance. Providing acceleration length allows vehicles to accelerate to normal speed without conflict. Providing decision sight distance allows drivers to pass through an intersection before considering potential conflicts at the next intersection. The characteristics of the highway and adjacent land uses are used to determine the appropriate downstream distance for a corridor. The functional intersection area depends on the speed of the segment and the number of projected turning vehicles. For segments where interchanges are considered, minimum interchange spacing will be based on the latest guidance from the National Cooperative Highway Research Program Report 687 Guidelines for Ramp and Interchange Spacing (2011). The guidelines are based on design, operations, safety, and signing considerations. 5.3 Techniques Several access management techniques, which are illustrated in the following figures, may be used to achieve the principles outlined in Section 5.2 and to realize the benefits of access management along US 34. Principle: Limit the number of direct access points to the major roadway. Technique: Consolidate Access 0 I - Jet - I CL JE, _ EXISTING ACCESS J J J n_ 2 CL I I : . 1 r I R.C .1 J'. 1, -atiiij CONSOLIDATED ACCESS Figure 5-2. Consolidate Access Corridor Existing Conditions Report US 34 PEL Consolidate access points by doing the following: • Reduce the number of access points that serve a single property • Provide joint access for multiple properties at or near a property line 5L0323171132DEN 5-3 SECTION 5 - ACCESS CONTROL PLANS Technique: Connect Adjacent Properties Thigibeigaitt. s a Shopping Center )4 _ Figure 5-3. Connect Adjacent Properties Corridor Existing Conditions Report US 34 PEL Office Building a R.O.W. a a i Connect adjacent properties to provide circulation between properties and increase access opportunities for multiple properties. Technique: Define Driveways Before After 1--) I n Figure 5-4. Define Driveways Corridor Existing Conditions Report US 34 PEL Define driveways to provide clear identification of entrance and exit locations. 5-4 SL0323171132DEN SECTION 5 -ACCESS CONTROL PLANS Principle: Minimize the number of locations where vehicles merge, split, or cross. Technique: Install Medians and Islands HIM 1111111111111111 IIIlilllllllIIII IIII1111111I11111IllII11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Figure 5-5. Install Medians and Islands Corridor Existing Conditions Report US 34 PEL IIII II IIII Right-in/right-out with raised median eliminates left -turn movements between major intersections throughout a corridor. Right-in/right-out with channelizing nel izi ng island eliminates left turn movements at specific locations. Figure 5-6. Install Medians and Islands Corridor Existing Conditions Report US 34 PEL 4- Directional median opening or a three-quarter movement limits left -turn movements to one direction at strategic locations where increased access is beneficial for safety or operational reasons. SL0323171132DEN 5-5 SECTION 5 - ACCESS CONTROL PLANS Principle: Provide a supporting local street network and circulation system. Technique: Provide Cross -street Access JiiQ e Major Road Close Access Relocated Access Figure 5-7. Provide Cross -street Access Corridor Existing Conditions Report US 34 PEL Relocate access to a side street to do the following: • Reduce the number of direct access points to the major roadway. • Provide safe and easy access to a minor roadway intersection with the major roadway. • Provide opportunities to use an alternate local route, thereby avoiding use of the major roadway completely. 5.4 Access Categories Section Three of the latest edition of the State of Colorado State Highway Access Code (2002) establishes a system of eight highway categories for defining the level of access for a highway segment based on the intended function of that segment. The Colorado Transportation Commission assigns a category to each state highway segment throughout Colorado. Guidance from the State Highway Access Code for these classifications will be considered in developing the access control plans. US 34 is categorized as described in Table 5-1. Table 54. US 34 Access Category Assignments US 34 5egmentl MP Description CDCT Access Category West 85.617-87.69 LCR 27 to Plaster Mill Rd (LCR 22B) R -A West 87.69-96.25 Plaster Mill Rd (LCR 22B) to 1-25 NR -A East 96.25-97.797 1-25 to LCR 3 NR -A East 97.797-117.251 LCR 3 to WCR 49 EX 1 Refer to Section 5.5 for US 34 Segment definition. 2 Characteristics of categories are defined in Sections 3.7, 3.8, and 3.10 of State Highway Access Code (State of Colorado, 2002). 5-6 SL0323171132DEN SECTION 5 - ACCESS CONTROL PLANS According to Sections 3.8 and 3.10 of the State Highway Access Code (State of Colorado, 2002), the major access control characteristics of a highway segment under Categories R -A and NR -A are very similar. These major characteristics are as follows: • Through traffic movements take precedence over direct access needs • Capacity for medium to high speed and medium to high traffic volumes • "One access shall be granted per parcel of land if reasonable access cannot be obtained from the local street or road system" • 0.5 -mile spacing for full movement intersections or minimum 35 percent efficiency for signal progression According to Section 3.7 of the State HighwayAccess Code (State of Colorado, 2002), the major access control characteristics for a highway segment under Category E -X are as follows: • Through traffic movements take precedence over direct access needs Capacity for high speeds and relatively high traffic volumes • "Direct access service to abutting land is subordinate to providing service to through traffic movements" • "No access to private property may be permitted unless reasonable access cannot be obtained from the general street system" • 1 -mile spacing for full movement intersections 5.5 Existing Access and Land Use Characteristics For the purposes of evaluating existing access, two separate segments within the US 34 PEL project limits were identified. Segment 1, the West Segment,is located in Larimer County west of 1-25. It extends from LCR 27 (MP 85.617) to 1-25 (MP 96.25) for a total length of 10.6 miles. The majority of the segment is within Loveland city limits, with small portions located within unincorporated Larimer County. The adjacent land uses are generally urban to suburban with arterial characteristics on US 34. Except for the first 2 miles of US 34 beginning at LCR 27, the West Segment is entirely located within the City of Loveland Growth Management Area. There are over 80 public road access points and roughly 320 private access points to either businesses, residences, or fields. Segment 2, the East Segment, is located east of 1-25 within La rimer County and Weld County. It extends from 1-25 (MP 96.25) to WCR 49 (MP 117.251) fora total length of 21.0 miles. The adjacent land uses are generally rural to suburban with expressway characteristics on US 34. The segment travels through several municipalities and/or their urban growth boundaries, including Loveland, Johnstown, Windsor, Greeley, Evans, Garden City, and Kersey. There are over 60 public road access points and roughly 70 private access points to either businesses, residences, or fields. An existing access control plan was adopted in 2003 for the segment of US 34 between 1-25 and WCR 55. Given that an access control plan already exists for the East Segment, that the character of the land use and the access category differ between segments (see Section 5.4), and that 1-25 creates a major separator between the segments, a new access control plan will be developed for US 34 west of I-25. The West Segment access control plan will be developed and will include CDOT, City of Loveland, and Larimer County as signatories for the IGA. Based on feedback from participating agencies, the existing access control plan is generally working well for the East Segment and will remain as is. The US 34 PEL process will not modify the existing access control plan for the East segment. The existing access control plan and associated IGA will continue to be a binding document between the participating agencies regardless of the outcomes of this study. SL0323171132DEN 5_7 SECTION 6 Environmental Scan This environmental scan identifies environmental resources and environmentally sensitive areas within the Study Area. As defined in Chapter 1, the Study Area is generally bounded by SH 402 and Freedom Parkway to the south and o Street to the north. The purpose of the environmental scan is to identify resources early in the planning process as well as identify potential red flag resource areas for use in the evaluation of alternatives. Information provided in the analysis is primarily composed of readily available data and cursory field survey information. Detailed mapping for each environmental resource presented in this report can be found in Appendix B. 6.1 Aquatic Resources This section addresses existing conditions for water -related resources within the Study Area, including wetlands and other surface waters, such as streams, rivers, ponds, and lakes. These resources provide a variety of important functions, including agricultural irrigation, recreational opportunities, habitat for resident and migrating wildlife, sediment and pollutant filtration, and groundwater recharge. 6.11 Methodology Aquatic resources within the Study Area likely to be impacted by potential improvements were determined by placing the CDOT ROW over current aerial photographs and including a 50 -foot buffer. Maps of aquatic resources are included on Figure B-1 in Appendix B. Initial assessment research included a review of the following: • U.S Fish and Wildlife Service (USE'S) National Wetlands inventory (2016) • Colorado Wetland Inventory (CNHP, 2017a) • U.S. Geological Survey (USGS) 7.5 -minute topographic maps (1950, 1969, 1980a, 198Db, 1984a, and 1984b) • Google Earth aerial photography (Google Earth, 2016) • Natural Resources Conservation Service (NRCS) soil survey maps (2016a) • NRCS rapid watershed assessments (2009a, 2009b, 2010) • National Hydrography Dataset (USGS, 2014) Aquatic resources identified during the initial assessment have been classified using the Cowardin classification system (Cowardin et al., 1979). Wetlands were classified into three groups: palustrine emergent, palustrine scrub -shrub, and palustrine forested. Surface water features were classified into three categories: lake, pond, and riverine. The lake identified in the Aquatic Resources Study Area was classified as lacustrine limnetic unconsolidated bottom with an intermittently exposed water regime (LIUR ). Ponds in the Aquatic Resources Study Area were classified as palustrine unconsolidated bottom. Riverine features were classified as riverine lower perennial (R2). 6.1.2 Applicable Regulations The River and Harbors Act of 1899 (RHA) (33 Code of Federal Regulations [CFR] Part 322) and the Clean Water Act (CWA) (33 CFR 323) are the two main federal regulations protecting aquatic resources. Project actions with the potential to discharge dredged or fill materials into jurisdictional wetlands and/or waters of the U.S., are regulated by Section 10 of the RHA and Section 404 of the CWA. The U.S. Army Corps of Engineers (USACE) is the agency responsible for administering RHA and CWA. Only the USACE can make an official determination if a wetland or surface water is jurisdictional and therefore a water of the U.S. For the PEL process, these are the only two regulations of concern. SL0323171132DEN 6 1 SECTION 6 -ENVIRONMENTAL SCAN 6.1.3 Existing Conditions The Study Area is predominantly located within the common resource area (CRA) known as the Central Great Plains— Southern Part with the western edge of the project limits in the Southern Rocky Mountain Foothills CRA. The Southern Rocky Mountain Foothills CRA is the transition zone between the Great Plains and the Southern Rocky Mountains. The Central Great Plains —Southern Part CRA is broad undulating to rolling plains intersected by streams and rivers, with much of the area being used as cropland or rangeland. Elevation in the Study Area ranges from approximately 4,600 to 5,100 feet above mean sea level. The Study Area is characterized as having a wide temperature range. The Study Area supports five broad vegetative communities: industrial, landscape, farmland, wetland/riparian, and disturbed/barren. To support these diverse vegetation types, more than sixty different soil types are present crossing three watersheds: Big Thompson, Cache La Poudre, and Middle South Platte — Cherry Creek. The final receiving waters for the Study Area includes Big Thompson River, Cache la Poudre, South Platte River, and Platte River. Fifty-eight aquatic resources, consisting mainly of surface water features, have been identified in the Study Area. The aquatic resources breakdown is 9 wetlands, 1 lake, 7 ponds, and 42 individual linear surface water crossings. This does not account for field irrigation ditches. Each crossing of a linear surface water feature is counted individually even though the same stream may be crossed multiple times, for example, the South Platte River crosses the Study Area three times. In addition, 10 of the linear surface water features are named. 6.1.4 Next Steps During the development of alternatives for the US 34 PEL Study Area, a reconnaissance survey should be conducted to confirm the presence of the features discussed in Section 6.1.3, and identify any additional potential wetlands or other waters of the U.S. that were not identified during the initial research. Section 404 of the CWA regulates impacts to waters of the U.S., including wetlands and surface water features. To ensure there is no net loss of functionality to the wetlands, impacts must be avoided, minimized, and mitigated. To the greatest extent practicable, future planning and design will incorporate avoidance and minimization of impacts to known wetland areas. Where avoidance and minimization would not be practicable, mitigation for impacts to wetlands could be achieved through the use of temporary and permanent best management practices. A Section 404 permit would likely be required from the USACE to authorize placement of dredge and fill material in any water of the U.S., including wetlands. This would depend on both the size and scope of any project identified through the PEL process. Impacts under 0.5 acre often are permitted under existing nationwide permits, such as nationwide permit 14, which covers linear transportation projects. Impacts greater than 0.5 acre may require obtaining an individual permit. An individual permit includes a public notice and would trigger a National Environmental Policy Act (NEPA) clearance for the USACE. Generally, mitigation would be required under either permit type for impacts exceeding 0.1 acre of jurisdictional waters of the U.S., including wetlands. Before application for a permit, a wetland delineation survey would need to be conducted to document wetland boundaries and impact footprints. CDOT compensates for wetland impacts regardless of CWA jurisdiction. A CDOT wetland finding will be required if permanent wetland impacts exceed 500 square feet or if temporary and permanent impacts combined exceed 1,000 square feet, regardless of CWA jurisdiction. 6-2 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN 6.2 Biological Resources Biological resources are valued for their intrinsic, aesthetic, economic, and recreational qualities. For the purposes of this analysis, biological resources refer to all flora and fauna not covered in Section 6.1, with the focus being on federal and state threatened and endangered species. 6.2.1 Methodology A desktop review of readily available data for threatened and endangered species including existing habitat characteristics in the vicinity of the Study Area was completed. As part of this review, a list of federally and state -listed species with the potential to occur in the Study Area or be impacted by activities taking place in the Study Area was compiled. Habitat requirements for listed species were also completed by examining ecoregion descriptions, local area planning documents, and species data by reviewing the following: USFWS's online Information for Planning and Consultation (IPaC system decision support system) (2017) • Colorado Parks and Wildlife (CPW) Threatened and Endangered List (2017) • Colorado Natural Heritage Program (CNHP) Tracking List (2017b) Existing GIS data, CPW, and CNHP datasets were also reviewed to evaluate the Study Area for presence or absence of non -listed wildlife, including raptors and other migratory birds, big game, and wildlife reserves. Noxious weed data were evaluated within the Study Area. The following desktop data sources were reviewed: • Colorado Department of Agriculture Noxious Weed List (CDA, 2017) • Larirner County Weed District • Weld County Weed Management • Noxious weed 2016 occurrence data on the CDOT OTIS map viewer (2016) 6.2.2 .Applicable Regulations Laws, Executive Orders (Ms), and other guidance related to biological resources include the following: • Endangered Species Act of 1973 • Colorado's Non -game and Endangered Species Conservation Act of 1973 Senate Bill 40 — Protection of Fishing Streams • Migratory Bird Treaty Act (META) of 1918 • Bald and Golden Eagle Protection Act of 1940 • EO 13186, Responsibilities of Federal Agencies to Protect Migratory Bads • EO 13112, Safeguarding the Nation from the Impacts of invasive Species • Colorado Noxious Weed Act of 1990 6.2.3 Existing Conditions The desktop review identified 14 federal- and 22 state -listed species with the potential to occur within or downstream of the Study Area and are shown in Table 6-1. Federal -listed species were identified using USFWS IPaC system (2017), while state -listed species were identified using data from CPW and CNHP databases. The CPW maintains a list of species thatColorado has designated as state threatened, state endangered, and state special concern. Habitat preferences for state -listed species SL0323171132DEN 6-3 SECTION 6- ENVIRONMI ENTAL SCAN were reviewed along with overall species range and documented occurrences using GI5 data from CPW Natural Diversity Information Source (CPW, 2016a). Eight species are listed at both the federal and state levels and are shown in Table 6-1. In addition to the federal- and state -listed species, suitable habitat for migratory birds is present throughout the Study Area. Maps illustrating federal -listed threatened and endangered species habitat in the Study Area are included on Figure B-2 of Appendix B. Table 4. Federal- Find State listed Species with the Potential to Occur Within the Study Area Common Name Scientific Name Federal Listings State Listingb Amphibian Northern leopard frog Lithobates pipiens Special Concern Birds Bald Eagle Burrowing owl Ferruginous Hawk Least Tern Long -billed Curlew Piping Plover Greater Sandhill Crane Mexican Spotted Owl Mountain Plover Whooping Crane Haliaeetus leucocephalus A thene cuniculalria B uteo regalis Sterna antrllarum Numenius americanus Charadrius melodus Grus canadensis tabida Strix occidentalls lucida Charadrius montanus Grus americana Endangered Threatened Threatened Endangered Threatened Threatened Special Concern Endangered Special Concern Threatened Special Concern Threatened Special Concern Endangered Fish Greenback cutthroat trout Northern redbelly dace Pallid sturgeon Oncorhynchus clarki stomias Phoxinus eos Scaphlrh ynchus albus Threatened Endangered Threatened Endangered Insect Arapahoe snowily Arsapnia Arapahoe Candidate Mammals Black footed ferret Black -tailed prairie dog Canada lynx North American wolverine Preble's meadow jumping mouse Swift fox Townsend's big -eared bat Mustela nigripes Cynomys ludovicianus Lynx canadensis Gulo gulo luscus Zap us hudsonius preblel Vulpes velox Corynorhrnus townsendii pallescens Threatened Proposed Threatened Threatened Endangered Special Concern Endangered Endangered Threatened Special Concern Special Concern Mollusks Cylindrical papershell Anodontoides ferussacianus Special Concern Reptile Common garter snake Thamnophis sirtalls Special Concern 6-4 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN Table :5-1. Federal- and State -I fisted Species with the Potential to Occur Within the Study Area Common Name Scientific Name Federal Listings State Listingb Plants Colorado butterfly plant North Park phacelia Ute ladies' -tresses orchid Western prairie fringed orchid Gaura neamexicana var. colaradensis Phaeel a formosul Spiranthes dikevialis) Piatan theca praeclara Threatened Endangered Threatened Threatened USFWS, 2017 h CNHP, 2017b No critical habitat for any federal -listed species occurs within the Study Area (USFWS, 2017). 6.2.3.1 South Platte Water Related Activities Program Five of the federal -listed species (Least Tern, Piping Plover, Whooping Crane, pallid sturgeon, and western prairie fringed orchid) are listed because they occur downstream of the Study Area and could be affected by projects that would result in water depletions to the Platte River system. CDOT, as a state agency, participates in the South Platte Water Related Activities Program (SPWRAP) CDOT is cooperating with FHWA, which provides a federal nexus for the project. Inresponse to the need for formal consultation for the water used from the South Platte River basin, FHWA has prepared a programmatic biological assessment (PBA) that will estimate total water usage from 2012 until 2019 (FHWA, 2012). On April 4, 2012, USFWS signed a Biological Opinion that concurs with this approach and requires a yearly reporting of water usage. The PBA addresses the five species noted previously. Therefore, they will not be addressed in the following paragraphs. Federal -listed species not covered in the SPWRAP are discussed in more detail in the following subsections. 6.2.3.2 Mexican Spotted Owl Habitat for the Mexican Spotted Owl consists of old -growth or mature forests with complex structural components.. There is no suitable habitat for the Mexican Spotted Owl located in or near the Study Area. 6.2.3.3 Greenback Cutthroat Trout Habitat for greenback cutthroat trout consists of mountains and foothills of the South Platte and Arkansas river drainage systems. The trout prefers cold water streams and cold water lakes with clear, cold, well -oxygenated water. Complex aquatic habitat types including low -velocity side channels, riffles, pools, boulders, and overhanging banks. Feeding and resting habitats are provided by overhanging branches, undercut banks, and eddies behind rubble. 6.2.3.4 Arapahoe Snowfly Arapahoe snowfly is an insect that typically inhabits cold, clean, well -oxygenated streams and rivers. They are sensitive to most types of pollution. They have only been found in two small tributaries of the Cache la Poudre River: Elkhorn Creek and Young Gulch. There is no suitable habitat for the Arapahoe snowfly located in or near the Study Area. 6.2.3.5 Ca nada Lynx Habitat for Canada lynx consist of uneven -aged stands with relatively open canopies and coniferous forests with well -developed understories. The lynx's habitat is restricted to isolated areas of central SL0323171132DEN 6-5 SECTION 6 -ENVIRONMENTAL SCAN Colorado. The species occurs in subalpine forests with cold, snowy winters and a high density of snowshoe hare. No suitable habitat for the Canada lynx is located in or near the Study Area. 6.2.3.6 NorthAmerican Wolverine North American wolverine can be found in a wide variety of alpine, boreal, and arctic habitats. Individual wolverines select areas that are cold and receive enough winter precipitation to reliably maintain deep persistent snow late into the warm season. No suitable habitat for the North American wolverine is located in or near the Study Area. ..3. Preble's Meadow Jumping Mouse Habitat for Preble's meadow jumping mouse consists of riparian vegetation with adjacent, preferably undisturbed grassland and nearby water sources. The occupied range of the Preble's meadow jumping mouse (area where species is known) does occur within the Study Area, as shown in Figures B-3 and B-3 in Appendix B (CPN, 201hb). Most of the Study Area is within either the overall range or occupied range for the Preble's meadow jumping mouse. 6.2.3.8 Colorado Butterfly Plant Habitat for Colorado butterfly plant consists of sub -irrigated alluvial soils on level or slightly sloping floodplains and drainage bottoms at elevations ranging from 5,000 feet to 6,400 feet. Colonies often are found in low depressions or along bends in wide, active, meandering stream channels a short distance upslope from the actual channel. Potential habitat for Colorado butterfly plant could occur along channels within the Study Area. 6.2.3.9 North Park Phacelia North Park phacelia is only found in northern Colorado, in North Park, Jackson County. The species occurs in eroded soil outcrops composed of barren exposures of the Coalmont Formation, a coal -bearing substrate. It is found at an approximate elevation of 8,000 to 8,300 feet. 6.2.3.10 Ute Ladies' -tresses Orchid Lite ladies' -tresses orchid is dependent on wetland and riparian communities and occupies moist meadows associated with perennial stream terraces, floodplains, and oxbows at elevations ranging from 4,300 to 6,850 feet above sea level. Potential habitat for Ute ladies' -tresses orchid could occur along channels within the Study Area. 6.2.3.11 State -listed Species A review of CPW NDIS data found that the Study Area is located within the occupied range for Preble's meadow jumping mouse, a state threatened species, and the overall range for Northern leopard frog (Lit ho bates pipiens), black -tailed prairie dog (cynomys ludovicianus), and common garter snake (Thamnophis sirtalis), all state special -concern species. maps illustrating state -listed species habitats in the Study Area are included in Figure B-3 of Appendix B. Prairie dog colonies were observed in Google Earth aerial images (2016) adjacent to the Study Area; however, colonies and species have not been field verified. Potential habitat for Northern leopard frog (Litho bates pipiens; state special -concern species) and common garter snake (Thamnophis sirtoiisc; state special -concern species) occur along riparian corridors. Potential habitat also exists for Burrowing Owl (Athene cunicuicriria, state -threatened species) near t h e active prairie dog colony. 6-6 SL0 231✓1132DE.N SECTION 6- ENVIRONMENTAL SCAN 6.2.3.12 MBTA Raptors and other migratory birds are protected by the federal MBTA enacted in 1918. G15 data from CPW MIDIS (CPW, 2016a) were reviewed to identify potential mapped raptor nest locations in and near the Study Area. According to the available data, three Bald Eagle (Haliaeetus leucocephalus) and two Osprey (Pandion haliaetus) nests occur within 1 mile of the Study Area. The vegetation communities in the Study Area provide habitat to support a variety of nesting migratory birds. 6.2.3.13 Wildlife The Study Area occurs within the overall range for several game species that CPW tracks, including black bear (Ursus americanus), elk (Cervus canadensis), mountain lion (Puma conco/or), mule deer (Odocoileus he ionus), white-tailed deer (0. virginianus), Canada Goose (Brarrta canadensis), and Wild Turkey (Meleagris gallapavo). Maps illustrating wildlife habitats in the Study Area are included in Figure B-4 of Appendix B. Black bears prefer forested areas with dense ground vegetation and an abundance of food for forage. Black bear overall range and summer concentration areas can be found in the Study Area from the western edge to 1-25. Elk prefer to live in forested areas and often reside at higher elevations during the summer, migrating downslope for the winter. Elk resident population, summer range, production area, migration corridors, winter range, severe winter range, and overall range can be found from the western edge of the Study Area to 1-25. Mountain lions prefer areas with dense undergrowth and cover. They can be found on arid hillsides, scrub, and oak woodlands and will leave an area if they perceive a threat. Mountain lion peripheral range and overall range, along with the human conflict zone, can be found from the western edge of the Study Area to 1-25. Mule deer reside in a wide range of habitats forests, mountains, brushlands, and deserts. Mountain populations migrate to higher elevations during summer months and maintain separate summer and winter ranges connected by amigratory pathway. Mule deer overall range, winter range, and concentration areas can be found dispersed throughout the Study Area. A resident population and mule deer summer range can be found in the Study Area from the western edge east to Wilson Ave. White-tailed deer are a highly adaptable species and can be found in a variety of different environments. White-tailed deer are best suited for habitats that includes a combination of hardwoods, croplands, and brushlands. White-tailed deer overall range, winter range, and concentration areas can be found throughout the entire Study Area. Canada Geese can be found in many different places, depending on the time of year. Geese prefer open, grassy habitats, including temperate, terrestrial, and freshwater niches, as well as wooded areas and agricultural land. Geese tend to migrate to warmer climates in the fall when water begins to freeze. Geese foraging area, production area, winter range, and winter concentration areas can be found throughout the entire Study Area. Wild Turkeys occur in a variety of habitats from bottomland hardwood forests to upland woods and pine forests. These forests need to be interspersed with pastures, grasslands, or other agricultural land that provide openings for turkeys to feed. Wild Turkey overall range can be found briefly in the Study Area along the western edge, and reappearing with a greater concentration between US 85 and the eastern border of the Study Area. No federal wildlife reserves are located in the Study Area. Browers State Wildlife Area is located approximately 03 mile south of US 34 near the US 34/US 85 interchange. SL0323171132DEN 6-7 SECTION 6 —ENVIRONMENTAL SCAN 6.2114 Noxious Weeds The Colorado listed and Weld and Larimer County noxious weeds are placed into one of the following three categories (CDA, 2017; Larimer County, 2017; Weld County, 2017b): • List A: Species designated for eradication • List B: Species that must be managed to stop continued spread • List C: Species that are managed in jurisdictions that have chosen to require management of the species A review of CDOT 2016 noxious weed occurrence data (CDOT, 2016) found a total of eight species located within the Study Area, listed in Table 6-2. Table 6-2. CDOT 2016 Noxious Weed Species Mapped Within the Study Area Noxious Weed List common Name/scientific Name Coloradoa Latimer Count? Weld county Bouncingbet (Saponaria officinalis) Canada thistle (carsiurn arvense) Common burdock (Arctium minus) Common mullein (Verbascum thapsus) Musk thistle (caardwis nutans) Puncturevine (Trlbulus terrestris) Russian olive (Elaeagnus angustifoiia) Scotch thistle (Onnporcum aconthium) B B C C B C B B No Yes No No Yes No No Yes Yes Yes Yes Yes Yes Yes Yes Yes d CDA, 2017 b Larimer County, 2017 Weld County, 2017b 6.2.4 Next Steps Threatened and endangered species (and their habitats) are ecologically important to the ecosystems in the Study Area. Impacts to this resource should be carefully considered when developing and evaluating alternatives for the PEL Study. No additional steps are needed to further address SPWRAP requirements during the PEL However, if an early action project would result in water depletions in the South Platte Basin, the amount of the depletion would be reported to the USFWS at the year's end after the completion of the project. Effects to species not addressed in the PBA or affected by causes other than water depletions to the South Platte River, will require separate consultation with USFWS. Coordination with CPW will continue as part of the PEL to devel op a list of recommendations for the state threatened and endangered species, MBTA, and wildlife protection. Noxious weeds identified in this analysis will be provided to the project team for consideration as alternatives are developed and evaluated for the PEL. 6.3 Cultural Resources Cultural resources, including historic and archaeological resources, within the Study Area are discussed in this section. 6-8 SL0 23171132DEN SECTION 6- ENVIRONMENTAL SCAN 6.3.1 Methodology The area of review for this report extends for roughly 30 miles. The width of the area of review consists of the US 34 ROW, which is variable in width, with an additional buffer of 50 feet extending out to either side of the ROW boundary. This area was chosen to provide a representative overview of cultural resources that intersect or are directly adjacent to the highway and that may be encountered during future roadwork projects. Because no specific projects have been identified, this area is not considered to be an Area of Potential Effect (APE); as actionable projects are developed, individual APEs will need to be developed that are tailored to that project to fully envelop the direct and indirect impact areas for the undertaking. The APEs may be larger or smaller than this review corridor. Data for this study were gathered from a variety of sources, including the Colorado Office of Archaeology and Historic Preservation (OAHP), General Land Office survey plat maps, historic USES topographic quadrangle maps, and Larimer and Weld County Assessor records. OAHP data included both a request for a GIS clip of sites and surveys in the area and a search of the Compass database, which includes records of cultural resource investigations that have been conducted and cultural resources —archaeological sites as well as historic resources such as architectural properties and linear sites. The shapefiles were received in June 2017, and the additional Compass research was conducted in June and July 2017. Assessor's records were used to identify the relative ages of architectural properties that may be considered historic in age as of this review. The maps were examined to inform the study regarding the potential for additional built environment resources such as trails, roads, railroads, and ditches that would need to be considered in potential future investigations. While the maps also show the locations of historic buildings present at the time they were produced, and there is archaeological potential in locations where buildings once stood but have since been razed, the potential for architectural properties for this review is largely confined to the Assessor records as they provide a more accurate indication whether a building still exists. 6.3.2 Applicable Regulations Legislation at the federal level requires that government agencies assess the impacts of projects on cultural resources before conducting work. This legislation provides a regulatory framework for the identification, evaluation, protection, and management of cultural resources. Cultural resources, including both archaeological and historic (buildings/structures/built environment) properties, are primarily protected through the National Historic Preservation Act (NHPA) of 1966 (16 United States Code [USC} §470f) and its implementing regulation (Protection of Historic Properties, 36 CFR Part 800). Section 106 is the primary portion of the NHPA relevant to cultural resource investigations. As defined in the NHPA (36 CFR 800.1..6.1) cultural resources are historic properties, which means any prehistoric- or historic -age site, building, structure, district, object, or property of traditional religious and cultural importance to a Native American tribe that is included in or eligible for inclusion in the National Register of Historic Places (NRHP). Historic properties are evaluated for NRHP eligibility based on criteria outlined in 36 CFR Part 60 and must retain sufficient integrity to convey that significance. Cultural resource investigations typically use an age threshold of 50 years or older when identifying resources. Large-scale construction and infrastructure projects such as highway investigations often use 45 years as the threshold to allow a 5 -year build out period. Occasionally, properties that are less than 45 to 50 years old may be considered eligible if they are of exceptional importance. The NHPA also required consultation with Native American tribes and encourages coordination with other relevant statues that are part of the larger environmental review process. These statues vary depending on the location and results of the project, but for highway projects typically include Section 4(f) of the U.S. Department of Transportation Act of 1966 (49 USC §303 and 23 USC §138) and the NEPA of 1970 (42 USC §4321; implementing regulations 40 CFR Parts 1500-1508). Section 4(f) of the Transportation Act mandates that the FHWA and state agencies, including CDOT, cannot approve the SL0323171132DEN 6-9 SECTION 6- ENVIRONM ENTAL SCAN use of historic/cultural sites unless there is no feasible and prudent alternative to the use of that location and the project has included all feasible planning to minimize adverse impacts to that culturally significant property resulting from that use. NEPA requires consideration of a broad range of factors related to the environment, including cultural and historic resources. Therefore, Section 106 compliance is one of the many required aspects of consideration in the NEPA process. In consideration of overlapping factors, the implementing regulations allow for a parallel, coordinated Section 106 and NEPA process. On a state level, cultural resource investigations are governed by theColorado Historical, Prehistorical and Archaeological Resources Act (CHPA) of 1973 (CRS 240-g0-401 to 410 and CRS 24-4-101) and its implementing regulations (8 CCR 1504-7). CDOT must comply with this legislation, and therefore typically requests cultural resource investigations at various levels when state land or funding is involved. When both the CHPA and. Section 106 of the NHPA are triggered, the Section 106 investigation typically ensures compliance with both federal and state regulations. Additionally, many communities including the City of Greeley, the City of Loveland, and the Town of Windsor have municipal preservation laws. 6.3.3 Existing Conditions The cultural resources existing conditions investigation conducted for the US 34 PEL demonstrates a high potential for historic and archaeological resources along the US 34 corridor. Although no cultural properties in the area are known to be listed on the national or state registers, OAHP data indicate that 25 historic resources, including both architectural properties and linear sites, have been evaluated as NRHP eligible or contributing and are therefore entitled to the same protections as listed resources under the NRHP. An additional 24 properties have been found eligible as part of a local survey conducted by the City of Loveland. It should be noted that data on file at the OAHP show that most of this corridor has either not been inventoried for cultural resources or the inventories were conducted over 10 years ago and therefore may be out of date. However, the 88 resources that have been previously evaluated for NRHP eligibility do provide a summary overview of the types of cultural properties along US 34. These resources are listed in Table 6e3 and mapped in Figure B-5 of Appendix B. Table 6-3. Previously Recorded Cultural Resources in the Area of Review Resource Type NRHP Total Number Smithsonian Numbers Archaeology Historic Site N ot Eligible 2 5LR.11187; 5LR.11426 Archaeology — Historic IF N ot Eligible 2 5LR. 11186; 5WL.1537 Archaeology — Prehistoric IF Not Eligible 1 5W L. 2 2 55 Architectural Eligible 8 5LR.9581; 5LR.11182; 5L R.11188; 5LR.11209; 5 L 8.11210; 5LR.11210; 5 LR.11288; 5LR.11297 Not Eligible 28 5LR.4961; 5LR.9880; 5LR.9882; 5LR.9883; 5LR.9884; 5LR.9885; 51R.11175; 5LR .11176; 5 LR.11178; 5 LR.11181; 5 LR.11183; 5LR.11184; 5LR.11185; 5LR.11189; 5LR.11190; 5LR.11191; 5LR.11192; 5LR .11289; 5 LR.11290; 5 LR.11291; 5 LR.11294; 5LR.11295; 5LR.12563; 5LR.136O9; SWL.1538; 5WL.6890; 5WL.6891; 5WL.7706 Linear— Ditch Eligible 8 5LR.503.2; 5LR.503.3; 5LR.8928.1; 5LR.8928.3; 5LR.96.31; 5W L. 84 3; 5W L.843.13; 5W L. 8 9 8 N eeds Data 1 5111.503 N ot Eligible 14 5LR.8928.8; 5LR.11179.1; 5LR.11180.1; 5WL.898.5; 5WL.898.6; 5WL.898.7; 5WL.898.8; 5WL.899; 5WL.899.1; 5WL.2254.1; 5WL.2254.4; 5WL.2254.6; 5WL.298.14; 5WL.3154J.1; 640 SL0323171132DE.N SECTION 6— ENVIRONMENTAL SCAN Table 6- Previously Recorded Cultural Resources in the Area of Review Resource Type Tota NRHP Number Smithsonian Numbers Linear— Railroad Eligible% 8 5LR.1731.1; 5LR.1751.8; 5LR.1815.2; 5LR.1815.3; 5LR.1815.12; Contributing 5WL.841; 5WL.841.5; 5WL.1969.85 Linear— Road/Bridge Eligible 1 5LR.13318.2 Not Eligible 8 5LR.9522; 5LR.9532; 5LR.9542; 5LR.11300.1; 5LR.13378.5; 5WL.2988; 5WL.2998; 5WL.6241 Other Structural Unknown 2 5 LR.4661; 5W L.7549 Not Eligible 5 5LR.9384; 5LR.9384.1; 5LR.13381.4; 5WL.1012; 5WL.3166 The review of supplementary data sources including Larimer and Weld County Assessors' records and historical maps of the area demonstrates that previously undocumented historic resources exist within the area of review. Architectural properties and linear resources such as ditches, roads, railroads, and utility lines are the most prevalent, but other portions of the built environment meet the age criterion for evaluation under Section 106 of the NHPA and would require documentation and review for eligibility. Archaeological resources have been documented in the area, and the history of use as well as the general topography suggest the potential for previously undocumented archaeological properties, both prehistoric and historic in age along US 4. 6.3.4 Next Steps Archaeological and historic resources are non-renewable, and, despite best efforts, cannot be completely restored or reconstructed once they are disturbed or destroyed. Because the data included in this study are the results of a literature review and prior investigations, they do not necessarily include all cultural resources present in the US 34 corridor. However, they are considered sufficient to provide insight and assistance in project development and the evaluation of action alternatives for the us 34 PEL. The following next steps are recommended: • As individual projects are identified, a comprehensive Class III inventory should be conducted of the entire APE for that project to ensure the identification of NRHP-eligible resources. • once the Class III study is complete, a full effects evaluation for historic and archaeological resources should then be conducted on a project -specific basis. • For all projects, if unanticipated materials are encountered during construction, all work in the area should stop immediately until the find can be evaluated by a qualified cultural resource specialist. 6.4 Floodplains A regulatory floodway means the channel of a river or other watercourse and the adjacent land area that must be reserved to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. Communities must regulate development in these floodways to ensure that there are no increases in upstream flood elevations. For streams and other watercourses where the Federal Emergency Management Agency (FEMA) has provided base flood elevations but no 'Roadway has been designated, the community must review floodplain development on a case -by -case basis to ensure that increase in water surface elevations do not occur, or they must identify the need to adopt a floodway if adequate information is available (FERIA, 2017a). SL0323171132DEN 641 SECTION 6 -ENVIRONMENTAL SCAN 6.4.1 Methodology FEMA's digital GIS database was used to identify 100 -year and 500 -year floodplains and floodways in Larimer and Weld Counties. Maps of the floodplains in the Study Area are included as Figure B-6 in Appendix B. 6.4.2 Applicable Regulations The following regulatory requirements apply to floodplains: • E0 11988, Floodplain Management (1977): Requires federal agencies to avoid, to the greatest extent possible, the long- and short-term adverse impacts associated with the occupancy and modification of floodplains and to avoid direct and indirect support of floodplain development wherever there is a practicable alternative (FEMA, 2015). • CFR Title 23 —Highways, Chapter I—FH NA, U.S. Department of Transportation, Part 650A Bridges, Structures, and Hydraulics: Prescribes policies and procedures for the location and design of FHWA- administered highway projects that encroach on floodplains. • CFR, Title 44 —Emergency Management and Assistance, Chapter I FEMA: Contains the policies and procedures for FEMA to regulate floodplain management and to analyze, identify, and map floodplains for the National Flood Insurance Program. • The CDOT NEPA Manual (CDOT, 2014) divides floodplains into two areas: the floodway and the flood fringe. The flood fringe is the portion of the 100 -year floodplain located outside of the designated floodway. A flood fringe typically has lower water velocities or standing water during flood events. FEMA allows development in these areas; however, the structures must be protected. 6.4.3 Existing Conditions Floodways and floodplains were identified using the National Flood Hazard Layer, which is a digital version of the FEMA Flood Map Service Center (FEMA, 2017b). The Study Area crosses three floodways: the Big Thompson River, Sheep Draw, and the South Platte River. The Study Area also parallels Lake Loveland, which is classified as a 100 -year floodplain (Zone AE). The Big Thompson River floodway and floodplain crosses the Study Area in a northwest to southeast direction at Glade Road. The floodway and floodplain are large, covering approximately 0.8 mile of US 34 from MP 86.9 to 87.7. Of that, approximately 0.5 mile of the floodway is located within the Study Area, from MP 87.2 to 87.7. The base flood elevation decreases across the Study Area from approximately 5,076 to 5,047 feet. The Big Thompson floodplain fringe encroaches into 215 feet of the Study Area on the south side of US 34 between Langston Lane and Rossum Drive, approximate MP 88.2. The base flood elevation at the encroachment is approximately 5,036 feet. In the Study Area, the floodway is composed primarily of wooded riparian, landscape, and farmland. The Big Thompson River forms a confluence with the South Platte River. US 34 is adjacent to the southern end of Lake Loveland from MP 90.7 to 91.5, approximately 0.7 mile. Lake Loveland's 100 -year floodplain is limited to the boundaries of the Lake and has a base flood elevation of approximately 5,015 feet. The lake does not have a designated 500-yearfloodplain. Sheep Draw floodway and floodplain is the smallest of the floodways, approximately 0.4 mile wide, from MP 104.6 to 104.9, within the Study Area. The base flood elevation ranges from approximately 4,741 to 4,858. Sheep Draw crosses the Study Area in a southwest to northeast direction, forming a confluence with the Cache La Poudre River. 6-12 SL0 23171132DE.N SECTION 6- ENVIRONMENTAL SCAN The South Platte River floodway and floodplain crosses the Study Area in a southwest to northeast direction east of the US 85/34 interchange at MP 11.4.2 and extends to MP 115.9. The floodway and floodplain are broad, covering approximately 1.7 linear miles of the US 34 Study Area. Part of the roadway is outside of the floodplain. However, the floodplain is still within the Study Area. 6.4.4 Next Steps Construction within a floodplain or floodway has the potential to change or impede the function of the floodplain, and result in new or increased flooding risk to facilities within and adjacent to the area. Floodplains and floodways identified in the Study Area will be provided to the project team for consideration during the development and evaluation of alternatives and to ensure compatibility with state, federal, and local floodplain regulations. CDOT should determine if hydraulic analysis of a particular floodplain or floodway will be necessary for projects identified during the PEL to ensure compliance with NEPA and 23 CFR 650A. If development within a floodplain area is unavoidable, the alternative must be evaluated for its regulatory compliance and severity of impact on the surrounding floodway and floodplain. Under the requirements of EO 11988, "Floodplain Management," all federal aid projects must make the following diligent efforts: • Avoid adverse effects and incompatible floodplain development • Minimize the impact of highway actions that adversely affect the base floodplain • Restore and preserve the natural and beneficial floodplain service • Be consistent with the standards/criteria of FEMA's National Flood Insurance Program Other federal, state, and local requirements for floodplain impacts discussed in Chapter 4 of the Colorado Floodplain and Stormwater Criteria Manual (CWCB, 2006) would also need to be satisfied if recommendations that advance from this study involve development within the floodplain. 6.5 Hazardous Materials Hazardous materials include substances or materials determined by the U.S. Environmental Protection Agency to be capable of posing an unreasonable risk to health, safety, or property. Hazardous materials may exist within the Study Area at facilities that generate, store, or dispose of these substances, or at locations of past releases of these substances. Examples of hazardous materials include asbestos, lead - based paint, heavy metals, dry-cleaning solvents, and petroleum hydrocarbons (e.g., gasoline and diesel fuels), all of which could be harmful to human health and the environment. 6.5.1 Methodology An environmental records search, including federal and state environmental resources, was conducted using readily available data from the following databases: Federal: Standard environmental records Additional environmental records • State of Colorado: Standard environmental records Additional environmental records • Tribal Listings The record search, included in Appendix CI identified facilities within 1 mile of the Study Area. SL0323171132DEN 643 SECTION 6 -ENVIRONMENTAL SCAN 6.5.2 Applicable Regulations Hazardous materials are controlled by various state and federal regulations. NEPA, as amended (42 USC 4321 et seq., Public Law 91-190, 83 Stat. 852), mandates that decisions involving federal funds and approvals consider environmental effects from hazardous materials. Other applicable regulations include the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA) (42 USC 9601 et seq.), which provides federal authority for the identification, investigation, and cleanup of sites throughout the I.J.S. that are contaminated with hazardous substances (as specifically designated in the CERCLA) and the Resource Conservation and Recovery Act of 1976 (42 USC 321 et seq.), which establishes a framework for the management of both solid and hazardous waste. The federal Hazardous and Solid Waste Amendments of 1984 established a new comprehensive regulatory program for underground storage tanks containing petroleum products and hazardous chemicals regulated under CERCLA. 6.5.3 Existing Conditions The Study Area is developed with a mix of commercial, residential, community, and agricultural development. The western portion of the Study Area, including the City of Loveland, consists primarily of residential and commercial development with a few areas of possible concern. The central portion of the Study Area, between 1-25 and the City of Greeley, includes mainly agricultural land. The eastern portion of the Study Area is within the City of Greeley and consists of primarily residential and commercial developments with a couple of areas of possible concern. The majority of the potential hazardous locations are located in the western and eastern portions of the project area, particularly within the urban areas of Loveland and the Greeley. Potential hazardous material sites are shown in the map set included as Figure B-8 in Appendix B. Various routes within the Study Area are also used for the transport of hazardous materials. 1-25 is a designated preferred highway route for controlled quantities of radioactive materials. Routes for non -radioactive hazardous materials within the Study Area include US 34 from 1-25 east, 1-25, and US 85 (FMCSA, 2017). Reports of oil, gas, and water wells were also run and their locations are mapped in Figure B-7 (water wells) and Figure B-8 (oil and gas wells) in Appendix B. The reports indicated that within 500 feet of the US 34 centerline, there are 15 water wells and 114 oil/gas wells. There are four water wells close to the centerline of US 34 on the west side of t-25, and six water wells close to the centerline of US 34 on the east side of 1-25. Additionally, there are numerous oil/gas wells within 500 feet of the US 34 centerline on the east side of 1-25. Several of the oil/gas wells may be within the project boundary and may need to be investigated further. 6.5.4 Next Steps Encountering contaminated groundwater or soils may have significant implications for project cost, schedule, mitigation requirements, worker safety, and other important elements of a proposed alternative. Alternatives that are likely to affect contaminated soils or groundwater must be evaluated for their feasibility with an understanding of the constraints associated with encountering hazardous materials. Because of these risks, avoiding areas of known or suspected contamination is preferred. Project scope and design will need to be specifically reviewed within areas of potential concern to ensure that hazards will not be encountered. Per Rule 603: Statewide Location Requirements for Oil and Gas Facilities, Drilling, And Well Servicing Operations (Colorado Oil and Gas Conservation Commission, 2016), new oil and gas wells would have to meet the required setback of 200 feet from existing infrastructure (e.g., buildings, roads, major aboveground utilities, and railroads) and should be located at least 150 feet from a property line. There are no setback requirements for water wells. Avoidance of oil, gas, and water wells is preferable; however, if it is not feasible, then additional coordination would occur with the owner of the well as the project progresses. 6-14 SL03231✓1132DEN SECTION 6- ENVIRONMENTAL SCAN 6.6 L nd Use and Socioeconomics This section discusses land use and presents a socioeconomic community profile for the jurisdictions in the Study Area. 6.6.1 Methodology The Study Area is composed of portions of Larimer and Weld Counties and numerous cities and towns, which have thoughtfully articulated visions for their portions of the Study Area in their respective comprehensive plans. Jurisdictions within the Study Area include the following: City of Evans City of Garden City • City of Greeley Town of Johnstown • Town of Kersey City of Loveland • Town of Milliken • Town of Windsor • Larimer County • Weld County This section presents population, household, income, and employment trends and forecasts. Data sources include the US Census Bureau, the Colorado State Demography Office, the NFRMPO, and the Colorado Department of Labor and Employment. The existing land use maps and summary were created using information and data from assessor parcel information, geographic information system data from individual jurisdictions and the NFRMPO, comprehensive plans, and interviews with several of the local jurisdictions. Future land use is discussed in Section 4.3. E6.2 Existing Conditions 6.6.21 Demographic Trends and Forecasts Population and Households The population of Larimer and Weld Counties and almost all cities and towns in relative proximity to US 4 experienced a population increase in the past 15 years, as shown in Table 6-4. Larimer County grew by almost 67,000 and Weld County grew by about 90,000. Although the two counties and the larger cities of Greeley and Loveland experienced the largest increase in overall population, the smaller towns and cities experienced the highest compound annual growth rates in percentage terms. Compound average growth rate (CAGR) considers the effect of growth in intervening years to come up with an annual growth rate that is more accurate than a linear average. For example, the Town of Johnstown had a compound annual growth rate of 8.4 percent over the past 15 years. The City of Evans grew at 5.2 percent, and the Towns of Milliken and Windsor grew at 5 percent. The number of households in each jurisdiction also increased from 2O00 to 2015, with the largest compound annual growth rate occurring in smaller jurisdictions like Johnstown, Milliken, and Windsor. The number of households in Garden City increased slightly, despite a population decrease, from 2000 to 2015, indicating that household size has decreased during this time. SL0323171132DEN 6-15 SECTION 6- ENVIRONMENTAL SCAN Table x-4 Population and Households (2000-2015) 2000 2010 2015' Growth 2000-2015 CAGR 2000-2015 Population Evans 9,514 18,537 20,308 Garden City 357 234 277 Greeley 76,930 92,889 97,074 Johnstown 3,827 9/887 12,818 Kersey 1,389 1,454 1,585 Loveland 50,608 66,859 71,755 Milliken 2,888 5,610 5/975 Windsor 9,896 18,644 20,455 Larimer County 251,494 299,630 318,227 Weld County 180,936 252,825 270,948 10,794 (80) 20,144 8,991 196 21,147 3,087 10,559 66,733 90,012 5.2% -1.7% 1.6% 8.4% 0.9% 2.4% 5.0% 5.0% 1.6% 2.7% Households Evans 3,277 Garden City 130 Greeley 27,647 Johnstown 1,339 Kersey 474 Loveland 19,741 Milliken 866 Windsor 3,563 Larimer County 97,164 Weld County 63,247 6,294 111 33,427 3,356 494 27,153 1,861 6,732 120,295 89,349 6,588 141 33,774 4/238 520 29,985 1,932 7,504 125,138 94,294 3,311 11 6,127 2,899 46 10,244 1,066 3,941 27,974 31,047 4.8% 0.5% 1.3% 8.0% 0.6% 2.8% 5.5% 5.1% 1.7% 2.7% Source: Census, 2017 a 2011-2015 American Community Survey 5 -Year Estimates Income Not only has the NFR region experienced a sizeable population increase, median household incomes (unadjusted) also increased for each jurisdiction from 2000 to 2015, as seen in Table 6-5. Median household income in Johnstown rose by the largest amount with an almost $31,000 increase, followed by Milliken and Windsor. Table 5-7: Median Household Income (2000-2015) 2000 20100 2015b Growth 2000-2015 CAGR 2000-2015 Evans $37,158 $46,168 $47,791 $10,633 Garden City $21/875 $19,219 $26,354 $4,479 Greeley $36,414 $41,845 $48,813 $12,399 Johnstown $50,404 $70,379 $81,313 $30,909 Kersey $41,333 $57,303 $55,179 $13,846 Loveland $47,119 $54,775 $56,277 $9,158 Milliken $43,603 $60,225 $72,273 $28,670 1.7% 1.2% 2.0% 3.2% 1.9% 1.2% 3.4% 6-16 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN Table x-5 Median Household Income (2000-2015) 2000 20100 2015b Growth 2000-2015 CAGR 2000-2015 Windsor Larimer County Weld County $54,976 $48,655 $42,321 $75,970 $56,447 $55,596 $80,512 $59,805 $60,572 $25,536 $11,150 $18,251 2.6% 1.4% 2.4% Source: Census, 2017 a 2006-2010 American Community Survey 5 -Year Estimates b 2011-2015 American Community Survey 5 -Year Estimates Employment Larimer County gained more than 28,000 jobs between 2000 and 2015, as seen in Table 6-6. In 2015, there were an estimated 147,000 jobs in the county. The industries with the largest employment increase since 2000 were health care and social assistance and accommodation and food services. Table 6-5. Larimer County Average Employment by Industry (200&C015) 2000 2010 2015 Growth 2000-2015 CAGRa 2000-2015 Accommodation and Food Services Administrative and Waste Services Agriculture, Forestry, Fishing & Hunting Arts, Entertainment, and Recreation Construction Educational Services Finance and Insurance Health Care and Social Assistance Information Management of Companies and Enterprises Manufacturing Mining Other Services, Ex. Public Admin Professional and Technical Services Public Administration Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassifiedb Utilities Wholesale Trade 12,524 8,090 735 1,873 9,788 13,214 2,797 10,043 2,898 184 17,659 286 2,850 6,049 6,434 2,000 15,440 2,792 NA 14,223 8,191 613 2,489 7,273 15,409 3,178 16,668 2,709 508 10,582 308 3,452 8,798 7,445 2,228 16,528 2,416 33 17,611 8,559 719 2,808 9,594 16,956 3,544 19,795 2,940 833 12,922 543 4,076 10,272 7,607 2,727 18,035 2,925 21 5,087 469 (16) 935 (194) 3,742 747 9,752 42 649 (4,737) 257 1,226 4,223 1,173 727 2,595 133 (12) 620 716 726 106 2,881 2,890 4,235 1,354 2.3% 0.4% -0.1% 2.7% -0.1% 1.7% 1.6% 4.6% 0.1% 10.6% -2.1% 4.4% 2.4% 3.6% 1.1% 2.1% 1.0% 0.3% -8.6% 1.1% 2.6% TOTAL, All Industries 119,157 126,657 147,448 28,291 1.4% Source: Colorado Office of Labor Market Information, 2017 a Compound Annual Growth Rate b Growth and CAGR based on change from 2010 to 2015 SL0323171132DEN 6-17 SECTION 6- ENVIRONMENTAL SCAN As seen in Table 6-7, Weld County gained about 32,000 jobs between 2000 and 2015, which is slightly more than Larimer County during this time. There were an estimated 102,000 jobs in the county in 2015. The greatest job growth during the 15 -year period occurred in the mining and construction industries. Table 6-7_ Weld County Average Employment by Industry (2OOO-2O15) 2000 2010 2015 Growth 2000-2015 CAGR3 2000-2015 Accommodation and Food Services 5,095 5,829 7,521 2,426 Administrative and Waste Services 4,234 3,795 5,952 1,718 Agriculture, Forestry, Fishing & Hunting 3,270 3,314 3,868 598 Arts, Entertainment, and Recreation 605 871 1,132 527 Construction 5,148 6,537 9,741 4,593 Educational Services 6,656 8,602 9,126 2,470 Finance and Insurance 2,806 3,141 3,076 270 Health Care and Social Assistance 6,145 7,819 8,961 2,816 Information 1,037 1,112 906 -131 Management of Companies and Enterprises 740 1,085 1,471 731 Manufacturing 11,090 10,240 12,658 1,568 Mining 1,110 3,133 7,617 6,507 Other Services, Ex. Public Admin 1,603 1,817 2,288 685 Professional and Technical Services 1,795 1,927 2,560 765 Public Administration 3,640 4,848 5,005 1,365 Real Estate and Rental and Leasing 826 957 1,299 473 Retail Trade 7,645 7,531 9,717 2,072 Transportation and Warehousing 2,347 2,364 4,096 1,749 Unclassified NA NA 10 NA Utilities 258 297 375 117 Wholesale Trade 3,340 3,435 4,124 784 2.6% 2.3% 1.1% 4.3% 4.3% 2.1% 0.6% 2.5% -0.9% 4.7% 0.9% 13.7% 2.4% 2.4% 2.1% 3.1% 1.6% 3.8% NA 2.5% 1.4% TOTAL, All Industries 69,390 78,654 101,503 32,103 2.6% Source: Colorado Office of Labor Market Information, 2017 a Compound Annual Growth Rate Forecast Population, Households, and Employment Table 6-8 shows population, household, and employment forecasts from the NFRMPO through 2040. NFRMPO created a regional forecast which covers the area depicted on Figure 6-1, which was divided into seven subregions for planning purposes. The subregions that represent most of the Study Area are the Loveland, 1-25 Corridor, and Greeley/Evans subregions. 6-18 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN '*l .isk sad r ' l r FVYP Ai r L ib lrld'A cry F01 CAlihrtti Sal l wrel DS Centaur .�..dioundtrits a MR MeV° a _ In GARDEN MT a &IeM r rr?ES6r - - L.1 ALE al ice welott P TTEWILE wq F.:t.T et LOWS Laitaiaci Figure 6-1. NF Rb1PO Subregions Corridortxisdrnq Conditions Report LIS 34 PEL Source- NFRMPO; 2013o 5103231711327=11 1 6-19 SECTION 6- ENVIRONMENTAL SCAN The region is forecasted to grow by about 360,000 people by 2040 and nearly 145,000 households, with about 35 percent of that growth forecast to come from the portion of the region within the Study Area (Table 6-8). The jurisdictions within the Weld County portion of the Study Area are forecasted to grow at a 2.2 percent average annual growth rate, which is slightly higher than the region as a whole and the Larimer County portion of the Study Area. The region also has a strong jobs outlook through 2040, with a growth forecast of almost 150,000 jobs. The communities in the Study Area are forecast for over 40 percent of future regional employment growth. Jobs in the Larimer County portion of the Study Area are forecasted to grow at a slightly higher rate than the region and the Weld County portion of the Study Area. Table 6--K Population, Household, and Employment Forecasts (2015-:C040) 2015 2040 Growth 2015-2040 CAGR 2015-2040 Regional Population Larimer County Study Areaa Weld County Study Areab Total Study Area Study Area Percent of Region 537,273 896,191 358,918 71,095 115,658 44,563 120,920 206,290 85,370 192,015 321,948 129,933 36% 36% 36% 2.1% 2.0% 2.2% 2.1% RegionalHouseholds Larimer County Study Area Weld County Study Area Total Study Area Study Area Percent of Region 207,951 351,176 143,225 29,091 46,890 17,799 45,315 78,245 32,930 74,406 125,135 50,729 36% 36% 35% Regional Employment Larimer County Study Area Weld County Study Area Total Study Area Study Area Percent of Region 280,207 428,599 148,392 45,339 71,113 25,774 70,658 108,568 37,910 115,998 179,681 63,683 41% 42% 43% Source: NFRMPO, 2013a a Portion of Study Area within Larimer County b Portion of Study Area within Weld County 6.6.2.2 Existing Land Use The summary of existing land uses is organized geographically from west to east by section. Given the corridor's length, it was split into sections based on major intersections to organize content and increase readability. The summary of land uses primarily focuses on those parcels immediately adjacent to the US 34 ROW. Existing land uses are depicted in Figure B-9 of Appendix B. Section A: Western edge to US 287 This section of land begins in unincorporated Larimer County and covers the western side of Loveland. The county portion is composed of open space and low -density residential in the western portion and a mix of auto -oriented, commercial, and residential uses. North of S 34: Low density, auto -oriented commercial uses are present on the west end of the corridor. A little farther east is Devil's Backbone Open Space and a mix of commercial and residential uses east of Rossum Drive. On the west and east side of Cascade Avenue are an office building and SL0323171132DEN 6-21 SECTION 6 -ENVIRONMENTAL SCAN hotel, respectively. Land uses between the hotel and Rist Benson Reservoir are predominantly residential in nature, including a vacant lot where 34 residential units are being planned. The area between Rist Benson Reservoir and Lake Loveland is dominated by both small and large commercial operations. For example, Kmart and Safeway are on either side of Wilson Avenue. Another Safeway is situated on the northwest corner of US 34 and North Taft Avenue. Between these two grocery stores are smaller, auto -oriented commercial uses, including some retail, a bank, and multiple casual dining restaurants. There are also multi -family residential properties in this area. North of the commercial uses fronting US 34 are single-family residential neighborhoods with a few multiple -unit complexes interspersed. Single-family houses are present immediately east of Loveland Lake. Commercial use dominates from where the train tracks cross US 34 to Sprouts Market, which is situated at the northeast corner of US 34 and US 287. South of US 34: Very little development is present on the west end of the Study Area on the south side of US 34, although a winery is being developed in this area. There is a small residential development and some retail. The Mariana Butte Golf Course and larger single-family homes lie to the south. Between Rossum Drive and Rist Benson Reservoir is a mix of residential and commercial uses. There is an office and a mobile home park in this area also. Residential properties then dominate until the area just south of the Cascade Avenue and US 34 intersection where there is some commercial development. From this area to just east of Namaqua Road is a mix of residential and commercial uses. South of this entire area is a series of detention ponds that are just north of the Big Thompson River. South of Rist Benson Reservoir is a mix of single-family and multi -family residential properties. To the south of this neighborhood are additional detention ponds. Commercial uses are present at the US 34 and Wilson Avenue intersection, but otherwise the area south of US 34 from Wilson Avenue to North Van Buren Avenue is predominantly residential in nature. Commercial uses are present all along US 34 from North Van Buren Avenue to North Taft Avenue. South of this commercial strip is a residential neighborhood and a Catholic school that has a large land footprint. East of North Taft Avenue and south of Lake Loveland is a mix of single-family and multi -family residential uses. A few office buildings are present near Colorado Avenue, and then residential uses are present in and around Dwayne Webster Veteran's Park. Residential properties dominate the few blocks east of the park. Commercial uses are interspersed closer to the US 34 and US 287 intersection. This major intersection is dominated by fast food/casual dining establishments. Section B: US 287 to 1-25 The dominant land uses between US 287 and I-25 are commercial uses, especially big box stores, and agricultural land. North of US 34: North of US 34 from US 287 to Madison Avenue is a mix of sizes and types of commercial operations, as well as Monroe Elementary School. West of the school is smaller -scale commercial. East of the school is a variety of commercial uses, including auto -oriented retail. The area from Madison Avenue to North Boise Avenue is dominated by larger commercial uses. There are hotels/motels, multiple professional buildings, and a commercial strip east of North Boise Avenue. Vacant property is present east of Denver Avenue, although a mix of commercial and light industrial uses are planned for this area, along with hundreds of apartment units. North of the commercial uses abutting US 34 between Lake Loveland and Boyd Lake are single-family residential neighborhoods. The McKee Medical Center is located just east of North Boise Avenue. Multiple medical office and professional buildings abut US 34 west of North Boyd Lake Avenue. The area from North Boyd Lake Avenue to 1-25 is dominated by regional commercial uses, although multi -family housing and a recreational vehicle {RV) park are present just west of Hahns Peak Drive. Regional big box 6-22 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN retail, such as Bed Bath & Beyond, Old Navy, and Target are present, as are a mix of casual dining establishments, and hotels. The Outlets of Loveland are situated at the northwest corner of the US 34 and 1-25 interchange. There are over 40 outlet stores in this complex, including Ann Taylor, Under Armour, Nike, and J. Crew. The Centerra PNR lies just to the west of the southbound 1-25 off -ramp. South of US 34: Although a few commercial uses are present, the area east of US 287 is dominated by single-family housing up to Monroe Avenue. To its east are commercial uses including big box outlets like Jax, Home Depot, and Sam's Club. Smaller -scale commercial uses abut US 34 east of Madison Avenue, and a mobile home park is situated just to the south. Land uses east of North Boise Avenue include commercial properties adjacent to US 34 with residential uses to the south. Just to the east is a Walmart Supercenter commercial parcel. East of Denver Avenue is a church, which fronts US 34. A variety of commercial enterprises lie to its south, and the Skyline Center for Health is situated to its east. East of the hospital is another large commercial node that includes Lowe's and Kohl's, which are set back away from US 34, with small-scale commercial use adjacent to US 34. A mix of single-family residential and a multi -family housing complex parcels lie to the south of these big box stores. A few restaurants and vacant properties run along US 34 east of Kohl's, with Mountain View High School situated south of Mountain Lion Drive. Most of the area between North Boyd Lake Avenue and 1-25 is undeveloped agricultural land. The only exception is a hotel located at the southwest corner of 1-25 and US 34. Section C: 145 to $H 257 Commercial uses are the predominant land use type immediately east of 1-25, including Centerra and the 2534 and Johnstown Plaza developments in Johnstown. East of this commercial node is primarily agricultural land interspersed with small pockets of commercial and residential development. North of US 34: The Promenade Shops at Centerra lifestyle center (Centerra) is located east of 1-25. This is a large regional retail draw that is home to shops, restaurants, and theaters. Despite the amount of square footage developed to date, many vacant parcels remain. Agricultural land begins to dominate the landscape east of Centerra. A few farm houses and agricultural -related buildings are present between Centerra and WCR 17. There is an auto -oriented commercial node at the northwest corner of the US 34 and WCR 17 intersection. To its north is Aims Community College, vacant land, and a landscape center. There is an auto -oriented retail business east of WCR 17, but otherwise the area is mostly agricultural land from WCR 17 to SH 257. South of US 34: The area south of US 34 consists of the 2534 and Johnstown Plaza developments in Johnstown. 2534 is a 600 -acre master -planned, mixed -use community. There is commercial development adjacent to US 34, including Ethan Allen and Bonefish Grill. In addition, there are offices and multi -family apartments in this area. Other recent developments include two hotels. East of this area is the Northern Colorado Rehabilitation Hospital, with medical and office buildings to its south. A great deal of construction is underway in this area, including Scheels, a 250,000 -square -foot space that will be home to 85 specialty shops. Southeast of the hospital lies a large FedEx Ground facility. Despite recent and ongoing construction, many vacant properties remain. The area adjacent to US 34 between the hospital and Kelim, an unincorporated community in Larimer County, consists of vacant or agricultural land. In addition to the residential properties in Kelim, there are also a few commercial properties. Agricultural land is the dominant land use between Kelim and SH 257, although a small residential subdivision is present west of WCR 15. The City of Greeley's western boundary is WCR 17, so some of this agricultural land is within city limits. Just west of the US 34 and SH 257 intersection is where US 34 Business Route heads northeast before turning due east and traveling through Greeley north of US 34. SL0323171132DEN 6-23 SECTION 6 -ENVIRONMENTAL SCAN Section D: SH 257 to 65th Avenue Land use on the west end of this section of land is dominated by agricultural land. However, most of this section is within the urbanized area of the City of Greeley. Commercial nodes are present within Greeley at major intersections and residential uses dominate areas between these nodes. North of US 34: Between SH 257 and Promontory Parkway lies the Promontory -area commercial node, which is home to commercial uses including JBS USA, a leading meat processor and employer in the area. North of US 34 Business Route are office buildings including CDOT Region 4 Headquarters, and a Colorado State Patrol facility. Otherwise this area currently consists of agricultural land. East of Promontory Parkway is also generally agricultural land, although a single-family subdivision and self - storage operation are present just south of Business Route 34. Single-family residential use begins just east of 95th Avenue and continues to about 65th Avenue, with most development occurring on either side of 20th Street. Land immediately adjacent to US 34 remains vacant in this area, although construction is ongoing. Land uses adjacent to US 34 from 71st Avenue to 65th Avenue include a church and a mix of residential and small-scale commercial operations. The area just north of these parcels is undeveloped agricultural land. South of US34: The southeast corner of the US 34 and SH 257 interchange is the High Pointe Business Park. Although much of this area is vacant, multiple businesses are present, including Noble Energy, Pepsi Beverages Company, and Flatiron Steel. The area from this business park to 71st Avenue is almost entirely agricultural land, although a few residences are present along 28th Street. After US 34 turns to the southeast, agricultural land uses quickly transition to more urban -like use patterns consisting of residential and commercial developments. The area between 71st and 65th Avenues is mostly vacant; however, UCHealth is in the final design stage to develop a 25 -acre medical campus in this location. South of what will become a new medical campus is a mix of single and multi -family residential units and St. Michael's Town Square with a variety of commercial uses. Section E: 65th Avenue to US 85 The area between 65th Avenue and US 85 includes most of the highly developed portion of the corridor within the City of Greeley. Since Greeley's southern boundary is just a few blocks south of US 34, most of the city's land area lies north of US 34. North of US 34: Land between 65th Avenue to 47th Avenue primarily consists of single-family residential uses and Josephine Jones Park. Large, regional commercial retail is present on either side of 47th Avenue, including Weld County Buick GM, Target, Kohl's, and Best Buy. Lowe's is situated north of. Centerplace Drive, as are multiple casual dining establishments and a hotel. Vacant land is present immediately east of the hotel to 38th Avenue. The northwest corner of US 34 and 35th Avenue is home to multiple auto dealers and a large self -storage facility. Multiple apartment complexes and Greeley West High School are present to the north of this commercial node. Dense single-family development and multiple schools are present between 35th and 23rd Avenues north of 26th Street. A mix of multi- family housing and commercial development abuts US 34 in this same location. A church is also located in the area. Single-family residential development dominates the area between 23rd and 11th Avenues from US 34 on the south to the University of Northern Colorado campus on the north. The University Square commercial shopping center is situated just east of 11th Avenue, and Garden City lies to its east. Garden City is composed of a mix of residential and commercial uses. The area between Garden City and US 85 is a mix of commercial and industrial uses, including JBSCarriers, Trimac Transportation, and National Tank Services. South of US 34: Residential development is the dominant land use between65th and 47th Avenues, yet commercial uses are present on either side of 47th Avenue, including a Sprouts Farmers Market and Honda of Greeley. Single-family residential use occurs mainly south of West 29th Street, although there 6-24 SL0323171132DE.N SECTION 6- ENVIRONMENTAL SCAN is a multi -family development south of the Bed Bath & Beyond. The area between this commercial node and the Gateway Lakes Natural Area, Homestead Park, and Home Depot consists almost exclusively of single-family residential uses. Immediately east of 35th Avenue are a cemetery and a church/school. Dense commercial and industrial uses are present from this area to 17th Avenue. Restaurants and hotels front US 34 and big box stores, such as Walmart and Hobby Lobby lie south of West 29th Street. The Qwest Greeley Mall, Cinemark Greeley 12, Sears, and AutoZone are present east of 23rd Avenue. From 17th Avenue to 11th Avenue is a mix of residential properties and the Evans Cemetery near US 34, with Holiday Village, a large mobile home park, to the south. The southwest corner of the US 34 and US 85 interchange is within the City of Evans andis composed of a few single-family properties and commercial operations adjacent to US 85. There is also a business center. To its south are multiple hotels, an RV retail business, and a few retail strips and industrial properties. Section F: US 85 to Weld County Road 53 The more urban feel ofGreeley quickly turns to a rural, pastoral landscape east of where the South Platte River crosses US 34 just east of the city boundary. Except for a few small developed areas, unincorporated Weld County between Greeley and Kersey consists almost entirely of agricultural land. North of US 34: The northeast corner of the US 34 and US 85 interchange is composed of commercial and industrial uses between US 85 and 1st Avenue. Residential neighborhoods are present east of 1st Avenue, including single-family housing tracts and multi -family apartments. Immediatelyadjacent to US 34 is the Greeley -Evans Weld County School District building and bus depot and an RV Park. The South Platte River corridor meanders northeast, and agricultural land abuts the river. Other than Platte River Fort, an industrial -scale meat processing facility at WCR 4714 the north side of US 34 is composed of agricultural land all the way to Kersey. South of US 34: Like the northeast corner of the US 34 and US 85 interchange, the southeast corner of the interchange is also primarily within the City of Greeley. The area west of 1st Avenue is a mix of commercial and industrial uses. There are commercial and industrial uses also just east of 1st Avenue, primarily on either side of East 30th Street. A single-family housing tract is present east of 1st Avenue and south of East 28th Street. Other than an RV park just outside the Greeley boundary, and a sliver of residential use on the west side of WCR 45 14, agricultural land again dominates from the eastern edge of Greeley to WCR 47. The Rush Truck Center sits just east of WCR 47 and the Centennial Ag Supply Company is east of WCR 49, but otherwise agricultural land, interspersed with oil and gas activity, is present from WCR 47 to Kersey. Within Kersey, most land in the Study Area is vacant, although a few single-family residences are present west of Centennial Park. 6.6.2.3 Future Land Use Future land uses are depicted on Figure B -10 in Appendix B. The desired land use configuration for each community primarily comes from each jurisdiction's comprehensive plan, and the planning horizon varies by jurisdiction. Table 6-9 summarizes future land uses outlined in plans for communities with land adjacent to US 34. SL0323171132DEN 6-25 SECTION 6- ENVIRONMENTAL SCAN Table x-'_ Relevant Plan Guidance Relevant Plans Date US 34 Land Use Summary City of Evans, 2010 Comprehensive Plan Adopted February 16, 2010; Future Land Use Map, October 2014. Planning horizon: 2030. Delineates a mix of future land uses south of US 34 near the US 85 interchange. Acknowledges the challenge local businesses face competing with large commercial centers along US 34. City of Evans, US 85 2014. Planning horizon: Overlay District Master 2030. Plan Future land uses are delineated for the southwest and southeast corner of the US 85 and US 34 interchange, which include a mix of commercial, office, and automotive commercial uses. City of Greeley, 2060 Comprehensive Plan 2009. City is planning an update shortly. Planning horizon: 2060. Defines a 1 -mile -wide corridor along U.S. Highway 34 from S.R. 257 to 1-25 as a Strategic Employment Development Corridor within which industrial and employment land uses are intended for development. The land use guidance map in the plan highlights the US 34 employment corridor, US 34 industrial area, natural areas, and the US 85 industrial corridor. City of Loveland, Comprehensive Plan Adopted July 19, 2016. Planning horizon: 2026. Includes a US 34 corridor area analysis, including strengths, weaknesses, and development opportunities. Encourages development of multi -use employment districts where campus -type settings are appropriate along transportation corridors, including US 34. Desired future land uses in proximity to the US 34 corridor are primarily commercial and employment in nature. Larimer County Master Plan November 1997. Currently being updated. The master plan sets forth a growth management process designed to ensure that the county operates within its resources, and protects the environment and the lives of its residents. Future urban land uses are defined by intergovernmental agreements with cities and towns, which provide the framework for more urbanized land uses in the county. The county's master plan focuses on its rural areas and Estes Valley. Town of Johnstown, 2006. Planning horizon: Johnstown Area 2035. Comprehensive Plan Includes a land use framework delineating a mix of commercial and employment uses along US 34. It highlights multiple commercial nodes as locations to encourage development of both regional and sub - regional retail and office uses, as well as a variety of residential uses. Town of Kersey, 2016 Much of the developed portion of Kersey is outside of the Study Area. Comprehensive Plan However, the comprehensive Plan outlines potential development zones, including the area surrounding the US 34 and WCR 49 intersection and the Kersey Regional Business Center. Town of Windsor, Comprehensive Plan March 2016. Planning horizon: 2031-2036 Only a small portion of Windsor abuts US 34 to the west of the WCR 17 intersection. The desired future land uses in this area include light industrial and business park uses immediately adjacent to US 34, with commercial uses to the north. Weld County June 2017 Comprehensive Plan Weld County's comprehensive plan is included within the County Charter and County Code in Article 22. Article 19 includes maps and the intergovernmental agreements with adjoining municipalities. Although land use policies are set forth in the comprehensive plan, the county does not have a future land use map. Sources: City of Evans, 2010; City of Evans, 2014a; City of Evans, 2014b; City of Greeley, 2009; City of Loveland, 2016a; Lorimer County, 1997; Town of Johnstown, 2006; Town of Kersey, 2016; Town of Windsor, 2016; Weld County, 20170. In general, the intensity of commercial activity along US 34 is likely to continue to increase given forecasts for population and employment growth in the Study Area, and the fact that future land uses envisioned for the corridor are primarily commercial and employment -based. Key areas of change from current conditions include those areas with large amounts of vacant land, such as Centerra and the area of Johnstown at the southeast corner of the 1-25 and US 34 interchange. 6-26 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN The discussion of future land uses is organized by section only, and not further subdivided into areas north and south of US 34. It focuses on changes from current conditions. Section A►: Western Edge to US 287 Significant land use changes are unlikely on the western edge of the corridor. The Loveland Cornprehensive Plan (2016a) mentions the potential for annexing this portion of the corridor into Loveland if landowners in the area are willing. Land uses west of North Wilson Avenue remain commercial in nature. Similarly, the area abutting US 34 between North Wilson Avenue and Lake Loveland remains commercial in nature, with areas of high density residential nearby. This area has an Enhanced Corridor overlay intended to encourage redevelopment patterns and densities sufficient to leverage new private re -investment in the area as part of transitioning existing land uses to be more transit supportive. Residential uses remain north and south of the US 34 commercial corridor in this area. The area south of the lake remains primarily residential in nature, and commercial uses continue to be envisioned on either side of Colorado Avenue. Section B: US 287 to 1-25 The area surrounding the US 287/US 34 intersection remains a mix of commercial and residential uses, with opportunities for more mixed -use housing. There is a Downtown Urban Renewal Area south of US 34, where catalytic projects and higher density residential uses are envisioned. The area east of US 287 continues to be commercial in nature. The Enhanced Corridor overlay continues from US 287 to where Cheyenne Avenue intersects US 34 from the north. Employment uses are anticipated south of the commercial corridor in this area and residential uses to its north. The Sugar Factory Redevelopment near the US 34 and Madison Avenue intersection is a potential area of change. The Loveland Comprehensive Plan (2016a) mentions that it is well suited for mixed use development. Land use changes in the area between Cheyenne Avenue and I-25 are likely to be the result of development of currently vacant properties along US 34. For example, the area north of US 34 between Denver Avenue and North Boyd Lake Avenue is in the employment center land use category, which encourages campus -style business parks with integrated housing. Vacant properties south of the commercial corridor are also within the employment center land use category. The vacant agricultural land south of US 34 and east of North Boyd Lake Avenue is primarily intended to be commercial in nature, with opportunities for large format retail and multi -family housing. Vacant parcels north of the Medical Center of the Rockies are also in the employment center category. Section C: i-25 to SH 257 The area immediately east of the US 34/1-25 interchange contains a large amount of vacant land, which is almost entirely planned for commercial uses with some residential mixed in. The area south of US 34 from 1-25 to WCR 17 is within Johnstown. Johnstown has identified two gateway centers in this area, one at US 34 and I-25 and one at US 34 and LCR 3. Development is being encouraged in these areas and intended to provide regional -serving retail and office uses, as well as an assortment of medium- to high - density housing options. Additionally, a village center has been identified at US 34 and WCR 13, which is intended to provide sub -regional and community -serving retail and office uses, as well as an assortment of medium -density housing options. Beyond these nodes, general land uses south of US 34 primarily consist of a mix of commercial and employment uses along the highway and residential uses to the south. The exception to this is the existing residential development at the southwest corner of US 34 and WCR 15, which remains in a residential land use category. The area north of US 34 between 1-25 and LCR 3 is in the City of Loveland. Future land uses within this area are commercial and employment based with some areas planned for residential uses. A small area east of LCR 3 is within Johnstown. Future land uses in this area include commercial uses adjacent to US 34, and residential and public uses to the north. The area north of US 34 from WCR 13 to WCR 17 is SL0323171132DEN 6-27 SECTION 6 -ENVIRONMENTAL SCAN within Windsor. Land adjacent to the highway is in a light industrial/business park land use category, with commercial and agriculture immediately to the north and residential uses between WCR 60 and Crossroads Boulevard. The area north and south of US 34 from WCR 17 to SH 257 is within Greeley and part of the US 34 Employment Corridor outlined in Greeley's 2060 Comprehensive Plan (2009). Land south of US 34 and west of SH 257 is within the US 34 Industrial Area, which is currently vacant. Section D: SH 257 to 65th Avenue and Section E: 65th Avenue to US 85 The Promontory area, which is north of US 34 and immediately east of SH 257, is within Greeley's US 34 Employment Corridor, and the area south of US 34 is within the US 34 Industrial Area. Although some relatively large businesses are operating here, much of this area is currently vacant. Greeley has delineated the southwest corner of US 34 and 95th Avenue in and around the Boomerang Ditch for natural uses, such as parks or open space. Along US 34 from 95th Avenue to US 85, specific future land use guidance is limited and current zoning is a reasonable predictor of future land uses. A portion of the corridor near the US 34 and 17th Avenue intersection is part of a redevelopment district and within the Greeley Urban Renewal Area. The district boundary south of US 34 is from 23rd Avenue to the City of Evans boundary. North of US 34, the redevelopment district is present from 17th Avenue to the GardenCity boundary. The area south of the US 34 and US 85 interchange is within the City of Evans and within the US 85 Urban Renewal Area (City of Evans, 2015). Desired future land uses include a mix of commercial, office, and automotive commercial uses. The north side of this interchange is within Garden City, which is almost entirely built out. A mix of land uses are present within the city. Section F: US 85 to Weld County Road 53 The area east of Garden City has been identified by Greeley as the US 85 Industrial Corridor, which runs north to south along US 85. The area along the South Platte River has been identified as a natural area. Land east of where US 34 and Business Route 34 intersect is within the Kersey Primary Urban Growth Area. Unincorporated Weld County land developed within the Primary Urban Growth Area is intended to be annexed into Kersey and developed as part of the town. From the intersection of US 34 and Business Route 34 to WCR 51 on both sides of US 34 is within the Kersey Regional Business Center. This area is intended to be an employment center, most of which is planned for light industrial uses. Kersey's comprehensive Plan (Town of Kersey, 2016) outlines potential development zones, with the primarily development zones having relatively high potential for development. The first zone is about 42 acres at the intersection of US 34 and WCR 49. The second primary development zone is north and south of US 34 and 0.25 mile east and west of WCR 49. These development zones are in commercial and light industrial land use categories. East of WCR 51, the Kersey Comprehensive pion calls for residential uses south of US 34 and a mix of commercial, light industrial, recreational and employment uses to the north. 6.6.3 Next Steps As the PEL process progresses, a traffic analysis will be completed. The traffic evaluation will take into consideration the existing and proposed land uses that will shape the US 34 corridor. Future analysis, such as the results of the traffic model, will help inform the alternatives analysis and provide content for analysis in the PEL document. The linkage among traffic, land use, and community barriers will also be considered in the alternatives and PEL document. Continued coordination with community leaders, stakeholder groups, and the public will remain important as the project progresses. b-28 SL0 231✓1132DEN SECTION 6- ENVIRONMENTAL SCAN 6.7 Noise The US 34 PEL will consider the noise effects of any improvement recommendations on sensitive receptors, such as residences, schools, parks, and businesses. A preliminary analysis of traffic noise within the Study Area was performed to investigate the current traffic noise conditions and to determine the potential for future traffic noise concerns for the interchange. 6.7.1 Methodology Noise -sensitive receptors within 500 feet of US 34 were identified within the Study Area, per CDOT guidelines (2015). For the US 34 corridor noise evaluation, online resources were used along with desktop utilities, such as Google Earth, to identify existing noise mitigation measures and noise -sensitive receptors along the study corridor. 6.7.2 Applicable Regulations FHWA procedures for noise abatement are outlined in Title 23 CFR Part 772. A noise -sensitive site is any property where frequent, exterior human use occurs and where a lowered noise level would be of benefit. CDOT has established a noise level at which a noise abatement must be considered. Known as Noise Abatement Criteria (NAC), these criteria van/ according to a property's land use category and are described in Table 6-9. CDOT has determined that a traffic noise impact occurs when the projected traffic noise levels meet or exceed the NAC levels, or when projected noise levels substantially exceed existing noise conditions. CDOT defines substantially exceeding existing noise levels as an increase of a 10 A -weighted decibel (d OA), or more, over existing conditions (2015). CDOT noise guidelines are approved by FHWA for use on federal aid and federal nexus projects in Colorado. Table x -S'. CDOT Noise Abatement Criteria Activity Activity Evaluation Category Leq(h)a Location Activity Description A 56 Exterior Lands on which serenity and quiet are extraordinary significant and serve an important public need and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose Bb 66 Exterior Residential Cb 66 Exterior Active sport areas, amphitheaters, auditoriums, campgrounds, cemeteries, day care centers, hospitals, libraries, medical facilities, parks, picnic areas, places of worship, playgrounds, public meeting rooms, public or nonprofit institutional structures, radio studios, recording studios, recreational areas, Section 4(f) sites, schools, television studios, trails, and trail crossings 51 Interior Auditoriums, day care centers, hospitals, libraries, medical facilities, places of worship, public meeting rooms, public or nonprofit institutional structures, radio studios, recording studios, schools, and television studios Eb 71 Exterior Hotels, motels, time-share resorts, vacation rental properties, offices, restaurants/bars, and other developed lands, properties or activities not included in A through D or F F NA NA Agriculture, airports, bus yards, emergency services, industrial, logging, maintenance facilities, manufacturing, mining, rail yards, retail facilities, ship yards, utilities (water resources, water treatment, electrical), and warehousing SL0323171132DEN 6-29 SECTION 6 —ENVIRONMENTAL SCAN Table x-' CDOT Noise Abatement Criteria Activity Activity Evaluation Category Legih)a Location Activity Description NA NA Undeveloped lands that are not permitted for development. Source. CDQT, 2015 a Hourly A -weighted sound level in dBA, reflecting a 1-dBA approach value below 23 CFR 772 values b Includes undeveloped lands permitted for this activity category Notes: Leq = The equivalent steady-state sound level that in a stated period of time contains the same acoustic energy as the time - varying sound level during the same time period. Leq(h) = hourly value of Leq 67.3 Existing Conditions Existing land uses within the Study Area were observed and potential noise -sensitive land uses were documented. The locations with noise -sensitive activity categories B, C, and select E are shown on Figure B-11 in Appendix B. The following summarizes each activitycategory within the project limits. • No activity category A land uses were observed within the Study Area. • The activity category B land uses are shown on Figure -11 in Appendix B. Because of the high level of this study, the location of activity category B land uses were identified, but not every receptor located within the neighborhood subdivision was identified. • Numerous activity category C land uses exist within the Study Area, which are highlighted as one large shaded area of potential receptors on the maps in Appendix B. The following are examples of activity category C sites in the project limits that may be impacted by roadway traffic noise: Town parks and playgrounds Schools Churches Trails Pools • Interior noise readings, activity category D, will not be considered as part of the PEL L Study. • Activity category E land uses, including restaurants, offices, hotels, and other commercial uses, have been identified within the Study Area and are shown on Figure B-11 in Appendix B. This activity category requires meeting a threshold of 71 dBA, in order to consider mitigation. • No activity category F land uses were observed within the Study Area. They are not considered noise -sensitive receptors. • Undeveloped lands that do not have permitted development are activity category G and will be identified in the noise technical report in subsequent NEPA noise analyses. 6.7.4 Next Steps FH\A and CDOT rules do not require mitigation consideration for noise produced from roadways beyond project limits. Some of the noise problems identified in this analysis may be beyond the limits of specific recommended improvements from this study and will not require any actions. As alternatives are developed, additional detailed noise evaluations will be conducted and potentially affected neighborhoods and sensitive receptors will be identified. 6-30 SL03231✓1132DEN SECTION 6- ENVIRONMENTAL SCAN Under 23 CFR 772, it is mandatory for all states to comply with the regulations for projects that are classified as Type I projects. Some projects may cause noise reductions. However, analyses are required to assess the exact nature of noise level changes resulting from a Type I project. The CDOT noise guidelines are applicable to all Type I projects. In general, Type I projects consist of capacity increases; alignment changes; or addition of weigh stations, rest stops, ride -share lots, and toll plazas. Type I projects include additions of new interchanges or alterations of existing interchanges. In all cases in which a project is identified as Type I, a noise analysis study is required if noise -sensitive receptors are present within the study zone. Noise abatement still must be considered for Type I projects where impact level noise has been identified at noise -sensitive receptors, even though the project itself may not cause or contribute to an increase in traffic noise. During construction of a recommended project, a common-sense approach to controlling the impact of noise from construction equipment and activities should be considered. Economical steps can be taken to minimize the effect of construction noise on local residents and sensitive receptors while not affecting construction schedules. 6.8 Recreation.) Resources Recreational resources are important community facilities that warrant consideration during transportation projects. These resources include publicly owned parks, recreation facilities, and wildlife and waterfowl refuges. 6.8.1 Methodology Several datasets were referenced to identify park and potential recreation resources within the Study Area, including the following: • Larimer and Weld County Trail Maps (All Trails, 2017) • Google Earth online mapping (Google Earth, 2016) • Local media sources (Greeley Tribune, 2013) • Walk Ride Colorado Trail Maps (Walk -Ride USA, 2017) • CDOT OTIS (CDOT, 2017b) 6.8.2 Applicable Regulations Section 4(f) of the Department of Transportation Act of 1966 stipulates that FHWA and other Department of Transportation agencies cannot approve the use of land from publicly owned parks, recreational areas, wildlife and waterfowl refuges, or public and private historic sites unless there is no feasible and prudent alternative to the use of the land, and the action includes all possible planning to minimize harm to the property resulting from use (FHWA, 1966). Some park and recreational resources are also regulated under the Land and Water Conservation Fund (LWCF) Act of 1965, which established a federal funding program to assist states in developing outdoor recreation sites. Section 6(f) of the act prohibits the conversion of property acquired or developed with these funds to a non -recreational purpose without the approval of the National Park Service (NPS, 2008 } 6.8.3 Existing Conditions Nine recreational resources have been identified in the Study Area. Resources that are adjacent to the US 34 ROW include the Reservoir Trail, Josephine Jones Park, the Bypass Trail, the Gateway Lakes Natural Area/Homestead Park, Dwayne Webster Veteran's Park, the South Shore Parkway/Lake Loveland, the Loveland Recreational Trail, Louden Ditch Trail, and the Loveland and Greeley Canal (All SL0323171132DEN 6-31 SECTION 6- ENVIRONMENTAL SCAN Trails, 2017) Each resource is described in the Table 6-10. A map of the recreational resources in the Study Area is included on Figure B-12 in Appendix B. Table 54, Recreational Resources in the US 34 PEL Study Area Resource Resources Type Description Louden Ditch Trail Trail (RNMC 5) Multi -use path intersecting US 34 at MP 89. Reservoir Trail Trail Reservoir Trail runs along Reservoir Road connecting W 28th Street (at MP 110.6 along US 34) to the University of Northern Colorado Campus. The trail features a bike shoulder and 8 -foot attached multi -use path. Josephine Jones Park (Section 6(f)) Park Josephine Jones Park is approximately 49 acres located on US 34 at MP 108.3. The park encompasses a small playground, but most of its acreage is made up green space and trail. This is also a LWCF Section 6(f) property. Bypass Trail Trail The Bypass Trail trailhead is located at 61st Avenue and US 34. It runs along US 34 past Josephine Jones Park to 35th Avenue. Gateway Lakes Natural Area/ Homestead Park Open Space The Gateway Lakes Natural Area, also known as Homestead Park, is a 32 -acre span of open space with naturally themed amenities located along US 34 at MP 109.9. The land was deeded to Greeley in 20O2 and features lakes, a naturally themed play area, an observation deck and granite trails, amphitheater, bridge, dock, and shelters (Greely Tribune, 2013). Dwayne Webster Veteran's Park (Section 6(f)) Park Dwayne Webster Veteran's Park is approximately 5.5 acres and is located on US 34 at MP 91.4. The space encompasses shelters, basketball and tennis courts, Horseshoe pits, and a playground. South Shore Parkway/ Park Lake Loveland (Section 6(f)) The South Shore Parkway is situated along Lake Loveland and US 34. The space features fishing areas and a path/ trail along the lake at US 34 MP 91.3. This is also a LWCF Section 6(f) property. Loveland Recreational Trail Trail (RNMC 7) The Loveland Recreational Trail mostly follows the Big Thompson River, passing through Centennial Park, Fairgrounds Park, and Seven Lakes Park. The trail also provides access to Boyd Lake State Park and crosses US 34 at MP 93.7 and MP 89. Loveland & Greeley Canal (RNMC 7) Trail The Loveland and Greely Canal is a tributary trail of the Loveland Recreational Trail. It crosses US 34 at MP 93.7 and continues northeast towards Boyd lake until it splits east to cross Boyd Lake Boulevard. Source: All Trails, 2017; Greeley Tribune, 2013; Google Earth, 2016; Walk -Ride USA, 2017 6.8.4 Next Steps During the PEL process, identified recreational resources will be made available to the project team so they can be avoided and impacts can be minimized as alternatives are identified. Potential Section 4(f) properties and Section 6(f) that could be impacted by proposed alternatives should be evaluated for Section 4(f)/Section 6(f) applicability. Potential avoidance and minimization measures considered during the alternatives evaluation should be documented as part of the PEL Study. 6.9 Environmental Justice Environmental justice is a public policy goal of promoting the fair treatment of people of all races, cultures, and incomes with respect to the development, adoption, implementation, and enforcement of environmental laws and policies. It is defined through the following principles that, when implemented, 6-32 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN help ensure the fair distribution of the benefits and burdens associated with any program or activity receiving federal financial assistance: • To avoid, minimize, or mitigate disproportionately high and adverse human health and environmental effects, including social and economic effects, on minority populations and low- income populations + To ensure the full and fair participation by all potentially affected communities in the transportation decision -making process To prevent the denial of, reduction in, or significant delay in the receipt of benefits by minority and low-income populations Evaluating the population composition within the Study Area provides a basis for future outreach activities, assessing impacts to the local community, and evaluating potential alternatives with respect to environmental justice requirements. 6.9.1 Methodology Data from the U.S. Census Bureau's American Community Survey were evaluated to determine whether minority or low-income populations are present within the Study Area. The analysis relied on the following sources: • CDOT NEPA Manual, Chapter 9 (CDOT, 2014) • FHWA's Guidance on Environmental Justice and NEPA (FHWA, 2011) • U.S. Census Bureau, 2011-2015 American Community Survey 5 -Year Estimates (Census, 2017) • U.S. Census Bureau, 2016 Tiger/Line Shapefiles (Census, 2016) • U.S. Department of Housing and Urban Development, Fiscal Year 2016 Income Limits Summary (Larimer and Weld Counties) (HUD, 2016) The segment of US 34 under evaluation is located in Larimer and Weld Counties and travels through several Northern Colorado municipalities, including Loveland, Windsor, Greeley, and Evans. Minority populations are defined as census -defined races other than White, Non -Hispanic. Low-income households are calculated using Housing and Urban Development's (HUD's) low-income thresholds established for Larimer and Weld Counties. 6.9.2 Applicable Regulations EO 12898, "Federal Actions to Address Environmental Justice in Minority Populations and Low -Income Populations," directs federal agencies to identify and address the disproportionately high and adverse human health or environmental effects of their actions on minority and low-income populations, to the greatest extent practicable and permitted by law. The analysis focuses on the requirements of EO 12898 and FHWA's and CDOT's most recent guidance related to the identification of environmental justice populations. This assessment does not address all protected populations that fall under the umbrella of DOT's Title VI program (e.g., advanced age, disability, or limited English proficiency) and field work and/or coordination with local jurisdictions was not undertaken. 6.9.3 Existing Conditions As shown on Figure B-13 in Appendix B, both minority and low-income populations are present within the Study Area. Sixty-eight of the 139 census block groups within the Study Area contain larger minority populations than the respective county average (17 percent in La rimer County and 33 percent in Weld County). Similary, 67 census block groups contain larger low-income populations than the respective county average (15 percent in Larimer County and 14 percent in Weld County). U.S. Census block groups with minority and low-income populations are shown by locations on Figure B-13 in Appendix B. SL0323171132DEN 6-33 SECTION 6 -ENVIRONMENTAL SCAN Minority and low-income populations are concentrated within central Loveland, Greeley, and Evans, although there are a few outlying block groups within low-income populations (e.g. in Greeley's western city limits and southeast Windsor). Although environmental justice analyses rely on data at the census block or block group level to ensure area -specific population characteristics are identified, an overview of the statistics for the Study Area is provided in Table 6-11. Table "4L Minority and Low -Income Households in the US 34 PEL Study Area Location Total Population Total Households Percent Minority Percent Low -Income us 34 PEL Study Area 235,250 87,091 30 15 Lariner County 318,227 125,138 17 15 Weld County 270,948 94,294 33 14% In summary, both minority and low-income populations are present within the Study Area. These populations appear to be concentrated within central Loveland, Greeley, and Evans, although there are a few outlying block groups within low-income populations. 6.9.4 Next Steps Minority and low-income populations are present within the Study Area. It will be important to consider these populations throughout the PEL process and development of alternatives. The census data and mapping prepared for this assessment will be provided to the design team for consideration throughout the development of alternatives. If warranted, specialized outreach methods will be recommended. This should include an assessment of limited English proficiency. 6.10 Visual Resources. Visual resources are the natural and cultural features of the landscape that define its aesthetic quality and form the overall impression, or visual character, of an area. Visual impacts can generally be defined in terms of the relationship between a project's physical characteristics, the presence and location of viewers, and the character and quality of the environment in which a project is located. Because public concern over adverse visual impacts can generate controversy, the assessment of visual resources, evaluation of visual impacts, and consideration of mitigation and/or enhancement measures have become important components of the study, design, and implementation of most highway projects. 6.10.1 Methodology A visual assessment methodology typically includes a review of local land use planning documents and coordination with local planners to identify valued and/or protected visual resources,such as landmarks, natural features, protected lands, farmlands, views of the Rocky Mountains, and historical character within local communities that help to create community identity. Zoning overlays, ordinances, and/or land use controls related to visual resources are also identified. Visual resources within the Study Area and sensitive viewers who might appreciate them are defined through site visits, photo inventory of the Study Area, and the examination of land use data, aerial photography, and GoogleEarth. This includes an assessment of the views that may be appreciated by motorists as well as views along the corridor that are seen by adjacent property owners. Based on what is revealed through site visits and data collection, distinct landscape character units are defined. A landscape unit is a portion of a regional landscape that exhibits a distinct visual character. These areas often correspond to a place or district that can easily be identified by local viewers. These 6-34 SL0323171132DEN SECTION 6- ENVIRONMENTAL SCAN efforts form a visual baseline against which potential changes to the visual environment can be compared. 6.10.2 Applicable Regulations FHWA's Visual Impact Assessment for Highway Projects and Guidelines for the Visual Impact Assessment of Highway Projects (1988; 2015) provide guidance on how to conduct a visual assessment for federal or federal aid highway projects. The methodology outlined in FHWA's guidance is widely recognized as a systematic and standardized approach to visual impact assessment. 6.10..3 Existing Conditions The Study Area is characterized by variable topography, generally flat in the more developed areas to the west and gently undulating to rolling in the more rural areas of the east. In the west portion of the Study Area, the landscape is more typical of suburban/urban development broken by parks, natural areas, or trail crossings. Apart from the more urbanized area through Greeley, the landscape in the eastern portion of the Study Area is more typical of northeastern Colorado's rural and agricultural settings. Views to the west include the Rocky Mountains. US 34 travels through portions of the communities of Loveland, Johnstown, Windsor, Greeley, Garden City, Evans, and Kersey. Preliminary review indicates that the Study Area is composed of the following distinctive landscape character units containing comparable components: •� Residential (urban, suburban, rural) uses commercial, industrial, and municipal uses • Parks, recreational areas, and trails • Water and natural resources • Agricultural open space and undeveloped lands • Rocky Mountain backdrops The location and dominance of the land uses contained within these landscape units are discussed in Section 6.6.2.2, Existing Land Use, and shown on Figure B-9 of Appendix B. Key visual features include Devil's Backbone Open Space, Lake Loveland, Mariana Butte Golf Course, Big Thompson River, South Platte River, Dwayne Webster Veteran's Pa rk, protected agricultural lands, N RH P -eligible historic properties (with concentrations in the City of Loveland), and a variety of recreational trails that cross US 34. Sensitive viewers include residences, motorists, and recreational users. 6.10.4 Next Steps As alternatives are developed for the Study Area, a more detailed evaluation and characterization of the existing visual environment will be conducted. The methodology described in Section 6.10.1 will be followed to confirm existing conditions, identify visual features and sensitive viewers, and describe landscape units. A qualitative assessment of how, and the degree to which, the alternatives would be consistent or inconsistent with the existing visual character of the landscape units will be provided. The potential for the alternatives to change the overall visual quality of the landscape units will also be discussed, as will potential opportunities to avoid or mitigate visual impacts or enhance the visual environment. 6.11 Other Resources The resource areas discussed in this section are unlikely to influence outcomes of the PEL process, thus they were not considered in detail in this report. However, these resources may require NEPA evaluation for future US 34 projects in compliance with applicable regulations. SL0323171132DEN 6-35 SECTION 6 -ENVIRONMENTAL SCAN 6.11.1 Air Quality The Study Area is located in the attainment area for ground level ozone, and portions of the Study Area are within the Greeley carbon monoxide (CO) attainment/maintenance area (CDPHE, 2017a; 2017b). Projects emerging from the Study Area may require airquality analyses. Projects may have to meet regional conformity requirements through inclusion in the most current fiscally constrained NFRMPO plans that conform to the air quality improvement plans that cover portions of the Study Area. Projects located within the Greeley Co attainment/maintenance area may also require a project -level analysis for Co, as required by conformity rules this requirement expires after 2019 when the second maintenance period concludes. 6.11.2 Farmlands The majority of the Study Area falls within an urbanized area. However, soils classified by NRCS as prime, unique, of statewide importance, and/or of local importance are present in the eastern portions of the Study Area. Recommendations that advance from this study may require the completion of a Farmland Conversion Impact Rating form and coordination with NRCS for projects that have the potential to convert farmlands to other uses. 6.11.3 Paleontology Before any construction project, a desktop literature review and museum record search is completed to identify geological formations within the Project Area that are likely to contain fossils. A record search and referencing of the Potential Fossil Yield Classification System was completed for this PEL. The majority of the Study Area has low to moderate potential to contain fossils, with the exception of the Morrison Formation, which has a high potential. There are no previously recorded fossil locations within the Study Area, although precise geographic coordinates were not available for all records. Surveying potential construction monitoring and CDOT clearance may be required before the construction of projects emerging from this study. 6.11.4 Water Quality The Study Area lies within the Big Thompson, Cache La Poudre, and Middle South Platte -Cherry Creek watersheds, and numerous drainages occur within the Study Area. Although there are numerous drainages in the project Study Area, surface water quality impacts are generally evaluated in the immediate vicinity of the streams and stream crossings, where surface water runoff from construction or the transportation system would collect and be discharged into the stream or waterbody. Future improvementsshould avoid and minimize impacts to water -related resources to the extent possible. If avoidance is not feasible, best management practices should be implemented to reduce direct and indirect impacts to these resources. The project should continue to coordinate with federal and local agencies to create and maintain water quality standards and facilities within the Study Area. 6-36 SL0 231✓1132DE.N SECTION 7 Recommendations fr.m the Existing Conditions Report 7.1 Changes to Project Limits and Study Area The project team analyzed the data collected for this report and recommended changes to the project limits and the Study Area. The Study Area has been extended to LCR 29 and the western limit of physical improvements (Project Limits) has been extended to LCR 27. These updates are shown on Figure 74. The extension was made to connect recommendations between the US 34 Canyon and US 34 PEL projects and to incorporate additional key corridor influences including the following: • Traffic generated by Big Thompson Elementary School and school bus stop at US 34 and N County Road 23H (MP 87.2) • Traffic generated by summer recreational traffic in the Big Thompson Canyon • Residential/neighborhood zones just east of the Big ThompsonCanyon • Recent wildlife incidents/crashes occurring near the Big Thompson River and floodplain Additionally, the team determined it was important to divide US 34 into corridor segments. Each segment has been given a unique name and will be used for organizing the alternatives as the PEL progresses. The following criteria were considered when the corridor was divided: • Physical - ROW, number of lanes, existing cross section • Traffic — speed, access, traffic volumes • Range of potential solutions and expectations of stakeholders • Consideration of other projects Figures 7-2 and 7-3 map the corridor segments. Two of the segments, 1-25 and the US 34/US 85 interchange, are being completed as separate projects. Existing plans and recommendations from these projects will be incorporated into the US 34 project, but no new or additional improvements will be recommended within these limits. 7.1..1 Segment: Foothills The Foothills segment extends approximately 1.7 miles between MP 87 and MP 88.7 (LCR 27 to Morning Drive). This is a 2 -lane segment within Loveland's growth area that retains rural, mountainous characteristics with limited development and the Big Thompson River floodplain to the south. The posted speeds are 45 to 55 mph, increasing in the westbound direction leaving the urban area and decreasing in the eastbound direction. 7.1.2 Segment; Loveland Urban This Loveland Urban segment extends from Morning Drive to North Garfield Avenue (MP 883 to MP 917) approximately 3 miles. Moving east through the segment, land uses become more urban in nature with a mix of commercial and low -density housing. A typical section has four lanes, closely spaced intersections, and a center turn lane to facilitate driveway accesses. The posted speed in the westbound direction increases from 35 to 45 mph. The posted speed in the eastbound direction is 35 mph. SL0323171132DEN -7-1 SECTION 7 -RECOMMENDATIONS FROM THE EXISTING CONDITIONS REPORT 7.1.3 SLoveland 6 -lane The Loveland 6 -lane segment is approximately 4.1 miles beginning at North Garfield and ending just west of Rocky Mountain Avenue (MP 88.7 to MP 95.8). At Monroe Avenue —that is, east of Lake Loveland and the BNSF Railway Company grade -separated crossing —US 34 becomes six lanes. The 6 - lane sections are approximately 1.2 miles long and extend almost to Denver Avenue. The posted speed is 40 mph in both directions. From Denver Avenue to Rocky Mountain Avenue, US 34 becomes a 4 -lane section with a narrow -divided median. The City of Loveland has preserved ROW to increase the number of lanes from four to six in the future. Currently, the posted speed in both directions is SO to 55 mph. Land use in this segment includes commercial uses, especially big box stores, and agricultural land. 7.1.4 Segment: Johnstown -Greeley The Johnstown -Greeley segment stretches approximately 6 miles from Thompson Parkway to just east of SH 257 (MP 97 to MP 103). The roadway section is four lanes, with a divided median and. 4 -foot inside shoulders and 10 -foot outside shoulders. The posted speed in this segment is 65 mph in both directions. The land use in this section is primarily agricultural interspersed with pockets of commercial and residential development. 7.1.5 Segment: Greeley Expressway The Greeley Expressway segment is an approximately 9 -mile section beginning just east of SH 257 and ending at 11th Avenue near the US 85 interchange (MP 103 to MP 112). Land use in this segment is mostly agricultural on the west end until entering the urban City ofGreeley. Commercial nodes are present within Greeley at major intersections, and residential uses dominate areas between these nodes. The roadway section from the US 34 Business Route interchange through Greeley is generally four lanes with a divided median of varying widths. The posted speeds vary between 45 and 65 mph. 7.1.6 Segment: East End The East End segment extends 4 miles just east of 1st Avenue to the Study Area/project limits at WCR 49 (MP 113.3 to MP 117.3). From 1st Avenue to US 34 Business, this segment is four lanes with a divided median, 4 -foot inside shoulders, and 10 -foot outside shoulders. From US 34 Business (MP 115.5) to the WCR 49, this segment is a 4 -lane, undivided roadway with 10 -foot shoulders. The posted speed in both directions is 65 mph. Land use changes from the urban feel of Greeley to a rural, pastoral landscape to the east where the South Platte River crosses US 34 just east of the Greeley city boundary. Except for a few small developed areas, unincorporated Weld County between Greeley and Kersey consists almost entirely of agricultural land. 7.2 Consiseration of Risk and Resiliency in the PEL In September 2013, a prolonged period of heavy rain and catastrophic flooding occurred in northern Colorado, which led to extensive infrastructure damage along drainageways. The heavy flooding affected communities along the Study Area. Going forward, identifying risks and planning for potential extreme weather impacts is increasingly recognizedas an important consideration to developing more resilient infrastructure. The Study Area crosses three floodways that could pose a natural risk to infrastructure: the Big ThompsonsRiver, Sheep Draw, and the South Platte River. The Study Area also parallels Lake Loveland, which is classified as a 100 -year flood plain (Zone AE). Across the country and internationally, transportation officials have begun to plan and design transportation infrastructure in consideration of extreme weather events and climate change. While transportation facilities are designed to handle a broad range of impacts based on historical climate conditions, preparing for climate change and extreme weather events is becoming 7-2 SL0 231✓1132DEN SECTION 7- RECOMMENDATIONS FROM THE EXISTING CONDITIONS REPORT recognized as critical for protecting the integrity of transportation systems and the necessary investment of funds. In addition, human risks are a concern on US 34. There are four railroad crossings, two grade -separated and two at -grade. The at -grade crossings are a risk to human life, property, and commerce. While a grade -separated crossing reduces the risk to human life, incidents involving the railroad can affect commerce on the US 34. The PEI. Study will include an ongoing assessment of risks, in particular flood potential and railroad complications, along US 34 and will identify potential locations for opportunities to build a more resilient highway corridor. Additionally, the Purpose and Need has been updated following the preparation of this Existing Conditions Report to include the following project goal: Successful alternatives will reduce risk and increase reliability. SL0323171132DEN 7-3 SECTION 7 —RECOMMENDATIONS FROM THE EXISTING CONDITIONS REPORT LEGEND a us J4 PEL lanhisa Lea —nUS34 PEI. Earn Plan Figure FL Revised Project Area Map Corridor Existing Conditions Report US 34 PEE $10323171 1 32 7_"a e4i2 ttt SECTION T — RECOMM ENDATON 5 FROM THE EXSTt 1 G CONDITIONS REPORT PE_ Study kbrd FEL Project LiroL fnn;hrir S. Gateway ,. ake g LovelandLiam ail 14th St SW 0iiftlafiii LuvuI iriii • *444_ Loveiaric 6-L) ne R 1 1 1 N 1 1 wiL4 CNN... ads Bluff Pbtth -25 Fprctt;I Rnet Deggn-3uild Project Area I-' ea lei in nil zr- en -11 _ 9 Kendall PI y 1-25 (by others) t7 .. JUh i3lOWn ro. LC P.1Brfreedom Pkwy Johnstown -Greeley Vile R S 4freed om Pkwy IEH Figure 7-1 Proposed Corridor Segments -West Corridor Existing Conch/cos Report US 34 PEL 7-6 5.-_03.23.171132)E N SEICi10N 7— RECOMMENDATIONS FROM THE EX 511NG CNDli(ONS REPORT Sin 0_ OC:R. 64•Freeduurn Pt* Inl littli c$ 0.31 =lee: e�; G'eele:y; E3'pr ssV,f^i;r U n b - 1 U 1 K, 1 F 1 F. 37:h St/Freedirn Pktrra LLitati I g i US 34 L1S 86 (by othere) Y tw l 9 a a - Ir E igth St US3:uu: nterchange I~.teehlncvin Pre a East End IiIC:R F,41FrppiirollPlai�rr = Tithe Signal mimtn = Railroad Cln sing Rigral PEL Pruitt C PEL _li(jyr Arco Figure 14 Proposed Corridor Segments- East Corridor Existing Conditions Report US 34 PEL 3103231711.32 DEN SECTION 8 References All Trails. 2017. Larimer and Weld County Trails. http://www.alltrails.com/. Accessed March 28, 2017. American Association of State Highway and Transportation Officials (AASHTO). 2011. A Policy on Geometric Design of Highways and Streets, Sixth Edition. American Association of State Highway and Transportation Officials (AASHTO). 2014. Access Management Manual, TRB, Second Edition. City of Evans. 2004a. City of Evans Open Space and Trails Master Plan. February 25, 2004. http://www.eva nscolorado.gov/sites/default/files/f i leattach ments/parks/page/964/ open_space_and_trails_pla n_-_2004.pdf City of Evans. 2004b. City of Evans Transportation Plan. March 2004. http://www.evanscolorado.gov/ sites/default/files/fileattachments; publicworks/page/509/2004transplan.pdf City of Evans. 2010. 201 0 Comprehensive Plan. Adopted February 16. http://www.eva nscolorado.gov/planning-zon ing/comprehensive-plan. City of Evans. 2014a. Future Land Use Plan Map. October. http://www.evanscolorado.gov/sites/default/ files/fileattach ments/planning/zoning,page/918/mapl.flup-2014.pdf. City of Evans. 2014b. US Highway 85 Overlay District Master Plan. City of Evans. 2015. Urban Renewal Areas Map. November. http://www.evanscolorado.gov/ sites/default/files/fileattachments/maps/page/592/urbanrenewalareas.pdf. City of Greeley. 2009. 2060 Comprehensive Plan. http:,//greeleygov.com/services/cd/Irp/2060- comprehensive-plan. City of Greeley. 2011. Greeley 2035 Comprehensive Transportation Plan. May. http://greeleygov.com/ flocs/default-source/Public-Works/Transportation/greeley-2035-comprehensive-transportation-plan.pdf City of Greeley. 2015. City of Greeley Bicycle Master Plan. May 5. City of Greeley. 2016a. Greeley Parks, Trails and Open Lands Master Plan. May 10. City of Greeley. 2016b. Official Zoning Map. http://greeleygov.com/services/cd. January 18. City of Greeley. 2017a. Commercial/Industrial Projects List. Updated January 5, 2017. http://greeleygov.com/services/cd/planning-and-zoning. Accessed January 18, 2017. City of Greeley. 2017b. Residential Projects List. Updated January 5, 2017. http://greeleygov.com/services/cd/planning-and-zoning. Accessed January 18, 2017. City of Loveland. 2012a. Bicycle and Pedestrian Plan. May. City of Loveland. 2012b. 2035 Transportation Plan. December. http://www.ci.loveland.co.usfromeishowdocument7id=13500 City of Loveland. 2016a. Create Loveland Comprehensive Plan. Adopted July 19, 2016. http://www.citypflovelandiorgfromeishowdocumentlid=30500. City of Loveland. 2016b. Future Land Use Map. Updated February 5, 2016. http://www.citypfloveland.orgfromeishowdocument?id=11531. City of Loveland. 2017c. Current Development Activities Interactive Map. Accessed March 2017. http://maps.cityofloveland.org/Apps/?viewer=cda. SL0323171132DEN 8-1 SECTION 8- REFERENCES City of Loveland. 2017d. Loveland's Historic Preservation Program. Accessed April 25, 2017. http://'www.ci.lovela nd.co. us/depa rtments/development-services/commu niter-strateic- planni ng/h istoric-preservation. Colorado Department of Agriculture (CDA). 2017. Noxious Weed Species. Accessed June 28, 2017. https://www.colorado.gov/pacif ic/agconservation/noxious-weed-species. Colorado Department of Public Health and Environment (CDPHE). 2016. Regulation #93, Colorado's Section 303(d) List of Impaired Waters and Monitoring and Evaluation List. Adopted March 17, 2004, and amended November 30, 2016. CDPHE. 2017a. Revised Carbon Monoxide Maintenance Plan Greeley Attainment/Maintenance Area. Accessed April 25, 2017. https://www.Colorado.gov/pacific/sites/default/files/AP_PO_Greeley-Carbon- Monoxide-Attainment-Ma intenance-Pla n-Revised-2009.pdf. CDPHE. 2017b. State Implementation Plans. https://www.Colorado.gov/pacific/cdphe/state- implementati on-pla ns-si ps CDPHE. 2017c. Cleanwater; GIS Maps. Accessed March 16, 2017. https://www.colorado.govipacificicdpheiclean-wateregis-maps. Colorado Department of Transportation (CDOT). 2003a. US 34 Corridor Optimization Plan. March. CDOT. 2003b. US 34 Access Control Plan. May. CDOT. 2007. SH 402 Environmental Assessment. CDOT. 2008. US 34 Business Route Environmental Assessment. October. CDOT. 2011a. North 1-25 Environmental Impact Statement. August. CDOT. 2011b. North 1-25 Record of Decision. December. CDOT. 2014. National Environmental Policy Act Manual, Version 4 Update. October. CDOT. 2015. Noise Analysis and Abatement Guidelines. https://www.codot.goviprograms/ environmental/noise/guidelines-policies/copy of cdot-noise-guidance/view. CDOT. 2016. CDOT Online Transportation Information System (OTIS) Map View. Accessed June 27, 2017. http://dtdapps.coloradodot.info/otis/Flex/MapView. CDOT. 2017a. US 85 PEL Study. CDOT. 2017b. CDOT Online Transportation Information System (OTIS). Accessed March 28, 2017. Colorado Department of Labor and Employment. 2017. Colorado Department of Labor and Employment Office of Labor Market Information, LMI Gateway, OCEW for Multiple Industries in Multiple Areas in Multiple Time Periods. https://www.colmigateway.com/vosnet/analyzer/results.aspx?session=ind202 Colorado Natural Heritage Program (CNHP). 2017a. Colorado Wetland Inventory Mapper. Accessed April 21, 2017. http://csurams.maps.arcgis.com/appsfwebappviewer/index.html? id=a8e43760cb934a5084e89e46922580cc. CNHP. 2017b. CNHP Conservation Status Handbook (Tracking Lists). Accessed April 21, 2017. http://www.cnhp.colostate.edu/download/Iist.asp. Last updated February. Colorado Oil and Gas Conservation Commission. 2016. Rule 603: Statewide Location Requirements for Oil and Gas Facilities, Drilling, and Well Servicing Operations. http://cogcc.state.co.us/docu ments/reg/Ru les/LATEST/CompleteRu les%20as%20of%20March %2016, %2 02016.pdf. Updated Match 16, 2016. Accessed September 2017. 8-2 SL0323171132DEN SEC11ON 8- REFERENCES Colorado Parks and Wildlife (CPW). 2016a. ArcGIS Colorado Parks and Wildlife Species Activity Data. Accessed May 9, 2017. http://www.arcgis.com/home/group.html?owner=rsacco&title=Colorado Parks and Wildlife - Species Activity Data. Colorado Water Conservation Board (CWCB). 2006. Colorado Floodplain and Stormwater Criteria Manual. http:'/ccb.state.co.us/technical-resources/floodplain-stormater-criteria- manual/Documents /Chapter 4.pdf. Cowardin, i n, L.M., V. Carter, F. Golet, and E. La Roe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. FWS/OBS-79/31. 103 pp. Colorado Park snad Wildlife (CPW). 2016b. Preble's Meadow Jumping Mouse Overall Range Map. Accessed July 18, 2017. http://cpw.state.co.us/Iearn/Pages/KMZ-Maps.aspx. November. CPW. 2017. Threatened and Endangered List. Accessed July 18, 2017. http://cpw.state.co.us/learn/Pages/SOC-Th reatenedEndangered List.aspx. Federal Emergency Management Agency (FEMA). 2015. Executive Order 11988: Floodplain Management. Accessed June 5, 2017. https://www.fema.gov/executive-order-11938-floodplain- ma nagement. FEMA. 2017a. Floodway. Accessed June 5, 2017. https://www.fema.gov/floodway. FEMA. 2017b. National Flood Hazard Layer. Accessed June 5, 2017. http:, /fema.maps.arcgis.com/apps/ ebappviewer/index€.html?id=49069b91c14a411fa8defccf5c1f6266. Federal Highway Administration (FHWA). 1966. Section 4(f) Tutorial. Accessed February 17, 2017. https://www.environment.fhwa.dot.govisection4fidefault.aspx. FHWA. 1988. Visual Impact Assessment for Highway Projects. March. FHWA. 2010. Access Management in the Vicinity of Intersections Technical Summary. February. https://safety.fhwa.dot.gov/intersection/other_topics/fhwasa10002/fhwasa 10002.pdf. FHWA. 2011. Guidance on Environmental Justice and NEPA. December 16. FHWA. 2012. Programmatic Biological Assessment. February 2. FHWA. 2015. Guidelines for the Visual Impact Assessment for Highway Projects (DOT FHWA-HI-88-054). January. Federal Motor Carrier Safety Administration (FMCSA). 2017. National Hazardous Materials Route Registry. Accessed June 20, 2017. https://www.fmcsa.dot.gov/regulations/hazardous- materia Is/national-hazardous-materials-route-registry-state. Google Earth. 2016. Source: US 34 PEL Corridor between Loveland, Colorado and Kersey, Colorado. Accessed April 21, 2017. Greeley Evans Transit (GET). 2016.2O16 GET 5- to 10 -year Strategic Plan. http://greeleyevanstra nsit.com/wp-content/uploads/2017/04/get-2016-strategic-plan . pdf Greeley Tribune. 2013. Greeley to celebrate opening of new, naturally themed park on Saturday. Accessed March 31, 2017. http://www.greeleytribune.com/news/local/greelev-to-celebrate-opening-of- new-natu ral ly-themed-park-on-satu rday/#. Larimer County. 1997. Larimer County Master Plan. November 19. http://www.larimer.org/planning/planning/master_plan/toc.htm. Larimer County Department of Natural Resources. 2015. Open Lands Master Plan. January Adoption Draft. SL0323171132DEN 8-3 SECTION S- REFERENCES Larimer County. 2017. Larimer County Weed List. Accessed June 28, 2017. littp://www.larimer.orgiweedsilistb.htm. N ational Cooperative Highway Research Program. 2011. Report 687 Guidelines for Ramp and Interchange Spacing. N ational Park Service (N PS). 2008. State Land and Water Conservation Fund. Accessed March 27, 2017. https://www.nps.govincre /programsilwcf/protect.html. N atural Resources Conservation Service (NRCS). 1984. FPPA Rule, 7 CFR 658. Accessed April 25, 2017. https://www.nres.usda.gov/wps/portalinres/main/national/landuse/fppa/. N RCS. 2009a. Cachle !a Poudre Watershed Hydrologic Unit Code 10190007 Rapid Assessment. October. Accessed April 19, 2017. https://www.nres.usda.gov/wps/portal/nres,detail/co/technical/dma/rwa/?cid=nreseprd1321466. N RCS. 2009b. Middle South Platte- Cherry Creek Watershed Hydrologic Unit Code 10190003 Rapid Assessment. October. Accessed April 19, 2017. https://www.n res. usda.govf wps/portal/n res/deta it/co/technical/d ma/rwa/?cid=nreseprd1321466. N RCS. 2010. Big Thompson Watershed Hydrologic Unit Code 10190006 Rapid Assessment. February. Accessed April 19, 2017. https://www.n res. usda.govf wps/portal/n res/deta it/co/technical/d ma/rwa/?cid=nreseprd1321466. N RCS. 2016a. Web Soil Survey for Portions of Larimer and Weld Counties, Colorado. Accessed April 21, 2017. http://websoilsurvey.nres.usda.gov/. Data last modified August 2016. N RCS. 2016b. State Soil Data Access Hydric Soils List. Accessed April 21, 2017. http:,/websoilsurvey.nres.usda.gov/. N RCS. 2017a. Web Soil Survey for Portions of Larimer and Weld Counties. Accessed April 25, 2017. http ://websoilsu rvey. n res. usda.gov/. N RCS. 2017b. Prime and Important Farmlands. Accessed April 25, 2017. https://www.n res. usda.gov/wps/portal/n res/`deta il/ak/soilsf su rveys " cid=nres142p2 035988. N orth Front Range Metropolitan Planning Organization (NFRMPO). 2010. Truck Traffic in the Northeast Quadrant of the NFRMPO Region. April. N FRMPO. 2013a. 2040 Economic and Demographic Forecast. 2012-2013. Adopted June 2013. http://nfrmpo.org/wp-content/uploads/2040-economic-demographic-forecast.pdf N FRMPO. 2013b. Regional Bicycle Plan. N FRMPO. 2015a. 2040 Regional Transportation Plan. September. Amended June 1, 2017. N FRMPO. 2015b. 2040 Regional Transit Element N FRMPO. 2017. 2016 Non -Motorized Plan. February. Office of Archaeology and Historic Preservation. 2017. Accessed April 25, 2017. http://www.historycolorado.orgioahpilisted-properties. State of Colorado. 2002. State Highway Access Code. March. Town of Johnstown. 2006. Johnstown Area Comprehensive Plan. http://www.townofjohnstown.com/DocurnentCenter/Home/View/192. Town of Johnstown. 2008. Transportation Master Plan. February. https://www.townofjohnstown.corn/DocumentCenter/Home/View/405. 8-4 SL0323171132 D E N SECTION 8 - REFERENCES Town of Kersey. 2016. Comprehensive Plan. http://www.kerseygov.com/ArchiveCenteriViewFileiltem/51. Town of Windsor. 2016. Comprehensive Plan. March. http://www.windsorgov.com/927/Community- Developme nt-Pla ns-Studies. U.S. Census Bureau (Census). 2016. Tiger/Line Shapefiles Released August 2016. Accessed March 2017. https://www.census.govirgeoimaps-dataidataitigereline.html. U.S. Census Bureau (Census). 2017.2011-2015 American Community Survey 5 -Year Estimates, Tables P053, B25010, B03002, and B19001. Accessed March 23, 2017. United States Department of Housing and Urban Development (HUD). 2016. Fiscal Year 2016 Income Limits Summary for Larimer and Weld Counties. Accessed March 2017. https://www.huduser.goviportalidatasetsiil.html. U .S. Environmental Protection Agency (EPA). 2017a. Reviewing National Ambient Air Quality Standards (NAAQS): Scientific and Technical Information. https://www.epa.gov/naafis. U .S. Environmental Protection Agency (EPA). 2017b. Mobile Source Pollution and Related Health Effects. https: //www.e pa.gov/mobile-source-pollution. U .S. Fish and Wildlife Service (USFWS). 2016. National Wetlands Inventory. Accessed April 21, 2017. http://www.fws.gov/wetlands/Data/Mapper.html. Data last modified November 22, 2016. USFWS. 2017. Information for Planning and Consultation (IPaC) Resource List. Accessed March 16, 2017. https: //ecos.fws.gov/i pac/. U.S. Geological Survey (USES). 1950. Kersey, CO 7.5 -minute topographic quadrangle map, 1950. USGS. 1969. Windsor, CO 7.5 -minute topographic quadrangle map, 1950. Photo revised 1969. USGS. 1980a. Bracewell, Co 7.5 -minute topographic quadrangle map 1950. Photo revised 1980. USGS. 1980b. Greeley, CO 7.5 -minute topographic quadrangle map 1950. Photo revised 1980 USGS. 1984a. Masonville, Co 7.5 -minute topographic quadrangle map 1962. Photo revised 1984. USGS. 19MMb. Loveland, Co 7.5 -minute topographic quadrangle map 1962. Photo revised 1984. USGS. 2014. National Hydrography Dataset. Accessed April 21, 2017. http://nhd.usgs.gov. USGS. 2016, National Hydrology Dataset http://n hd. usgs.gov/. Walk -Ride USA. 2017. Colorado. Accessed March 28, 2017. http://www.walkridecolorado.com/by- Iocation/greeley-colorado. Weld County. 2008. "O" Street Arterial corridor Study. October. Weld County. 2011. Weld County 2035 Transportation Plan. Weld County. 2017a. Weld County Comprehensive Plan. Chapter 22 Comprehensive Plan. Charter and County Code. Weld County, Colorado. https://library.municode.com/co/weld county/codes/ charter and county code?nodeld=CH22COPL. Accessed January 19, 2017. Weld County, 2017b. Weed Managements Accessed June 28, 2017. https://www.weldgov.com/DEPARTMENTS/PUBLIC WORKS/WEED_MANAGEM ENT/ SL0323171132DEN 8-5 Appendix A CDOT DiSysEx Output COLORADO Department a! Traniportathon Colorado Department of Transportation DiEx ysTM Roadway Safety Systems Detailed Summary of Crashes Report 02/15/2017 Job #: 20170214161927 Location: 34A Begin: 87.00 End:120.00 From:01/01/2011 To:12/31/2015 Ssavwritu POO: INJ: FAT: 1777 861 12 Total: 2650 1308 :Injured 12 :Killed Number of Vehicles One Vehicle: Two Vehicles: Three or More: Unknown: 368 1898 384 0 Total: 2650 Location On Road: Off Road Left: Off Road Right: Off Road at Tee: Off in Median: Unknown: 2332 131 173 4 8 2 Total: 2650 Lighting Conditions Daylight: Dawn or Dusk: Dark - Lighted: Dark - Unlighted: Unknown: 1867 171 365 242 5 Total: 2650 Weather Conditions None: Rain: Snow/Sleet/Hail: Fog: Dust: Wind: Unknown: 2290 102 172 37 0 21 28 Total: 2650 Crash Rates PDO: INJ: FAT: 1.04* 0.50* 0.70** * MVMT *" 100 MVMT [ Total: 1.55 Sideswipe (Same): Sideswipe (Opposite): Approach Turn: Overtaking Turn: Parked Motor Vehicle: Railway Vehicle: Bicycle: Motorized Bicycle: Domestic Animal: Wild Animal: Light/Utility Pole: Traffic Signal Pole: Sign: Bridge Rail: Guard Rail: Cable Rail: Concrete Barrier: C hT PIA ras IP Overturning: Other Non Collision: Pedestrians: Broadside: Head On: 73 17 17 253 13 Rear End: 1401 248 21 247 12 10 0 19 0 6 34 18 17 46 3 35 0 5 Bridge Abutment: Column/Pier: Culvert/Headwall: Embankment: Curb: Delineator Post: Fence: Tree: Large Boulders or Rocks: Barricade: Wall/Building: Crash Cushion: Mailbox: Other Fixed Object: Total Fixed Objects: Rocks in Roadway: Vehicle Cargo/Debris: Road Maintenance Equipment: Involving Other Object: Total Other Objects: Unknown: 0 0 12 32 14 18 22 6 2 0 0 4 1 9 244 0 15 2 14 31 4 Total: 2650 MainlinefDarnps!Frontage Roads Mainline: 2549 Crossroad (A): 4 P2mnct Frontage/Ramp Intersections _ R: 0 N: 18 O: B: C: D: E: 9 F: 5 G: 11 H: 2 I: 0 J: 0 3K: 0 1 L: 0 3 Left Frontage Rd (L) : Rt Frontage Rd (R): HOV Lanes (V): Unknown: 0 2 0 0 36 P: 7 Total: 2650 — Road Description At Intersection: At Driveway Access: Intersection Related: Non Intersection: In Alley: Roundabout: Ramp: Parking Lot: Unknown: 945 48 529 1091 1 0 36 0 Total: 2650 -- Road Conditions Dry: Wet: Muddy: Snowy: Icy: Slushy: Foreign Material: With Road Treatment: Dry w/l cy Road Treatment: Wet w&Icy Road Treatment: Snowy wi lcy Road Treatment: Icy w!I cy Road Treatment: Slushy wll cy Road Treatment: Unknown: 2208 174 1 58 164 14 2 0 9 7 6 3 3 1 Total: 2650 ADT: 28,374 Length: 32.98 Any intentional or inadvertant release of this data or any data derived from its use shall not constitute a waiver of privilege pursuant to 23 USC 409. Page 1 User: thornasd on 4THOMASD15 COLORADO Department a! Traniportathon Colorado Department of Transportation Di EXSysTM Roadway Safety Systems Detailed Summary of Crashes Report 02/15/2017 Job #: 20170214161927 Location: 34A Begin: 87.00 End:120.00 From :01 /01/2011 To:12/31/2015 Vehicle Type Passenger Car/Van: Passenger Car/Van w/Trl: Pickup Truck/Utility Van: Pickup Truck/Utility Van w/Trl: SUV: SUV w/Trl: Truck 10k lbs or Less: Trucks > 10k lbs/Bus > 15 People: School Bus 'C 15 People: Non School Bus < 15 People: Motorhome: Motorcycle: Bicycle: Motorized Bicycle: Farm Equipment: Hit and Run - Unknown: Other: Unknown: vent vent ven3 1391 4 488 12 538 0 0 82 2 1 1 26 4 0 0 86 15 0 1147 4 425 9 552 0 0 69 5 2 0 27 15 0 2 13 11 1 198 0 71 1 97 0' 0 5 0 0 0 2 1 0 0 7 2 0 Total: 2650 2282 384 — Contributing Factor _ No Apparent Contributing Factor: Asleep at the Wheel: Illness: Distracted by Passenger: Driver Inexperience: Driver Fatigue: Driver Preoccupied: Driver Unfamilar with Area: Driver Emotionally Upset: Evading Law Enforcement Officier: Physical Disability: Unknown: Veh 1 Veh 2 Veh 3 1329 25 32 47 255 38 329 48 8 2 2 535 2186 2 0 1 10 3 7 2 0 0 0 71 368 0 0 0 2 0 2 2 0 0 0 10 Total: 2650 2282 384 - IS MI — condition of D Jr ven 2 Veh 3 No Impairment Suspected: Alcohol Involved: RX, Medication, or Drugs Involved: Illegal Drugs Involved: Alcohol and Drugs Involved: Driver/Pedestrian not Observed: Unknown: 2480 124 30 0 16 0 0 2272 383 7 0 2 1 0 1 0 0 0 0 0 0 Total: 2650 2282 384 Vehicle Movement _ VehI Veh 2 Veh 3 Going Straight: Slowing: Stopped in Traffic: Making Right Turn: Making Left Turn: Making U -Turn: Passing: Backing: Enter/Leave Parked Position: Starting in Traffic: Parked: Changing Lanes: Avoiding Object/Veh in Road: Weaving: Other: Unknown: 1583 205 32 94 326 14 17 18 5 0 0 167 14 18 148 9 914 369 766 39 126 1 1 2 0 0 11 17 17 0 17 2 90 48 225' 3 3 0 0 0 0 0 7 0 4 0 3 1 Total: 2650 2282 384 Direction Veh'I Veh 2 Veh3 North: Northeast: East: Southeast: South: Southwest: West: Northwest: Unknown: 190 12 1093 5 230 7 1107 4 2 180 8 933 5 173 3 974 3 3 24 1 178 0 22 1 155 0 3 Total: 2650 2282 384 ADT: 28,374 Length: 32.98 Any intentional or inadvertant release of this data or any data derived from its use shall not constitute a waiver of privilege pursuant to 23 USC 409. Page 2 User: thornasd on 4THOMASD15 COLORADO Iiepairuntent of Ttanipattattar Colorado Department of Transportation DiExSysTM Roadway Safety Systems Accident History Graph: Cumulative Graph by MP 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 E nd:120.00 From:01 /01 /2011 To:12/31/2015 3000 2500 2000 11) 0 1500 rpz 1000 500 0 RD° Injury Fata I To to I r r• — r —r — , — r —8— , — — , — r u— — r , — r i— r- r — 1 1 1 1 S 1 1 1 I e e 1 1 1 1 1 1 1 1 I —1 . . 48 . . . ■ . . . . . . . ■ . . 88 . . . . 88 . . . . . . 05 . . . . . I . . . . . . 85 . . . . . . . . 84 88 . . . . . .• • _ J ' '. J _ L . •- .' - J 1 • ■ '- -Se J - . ■ I L . '. .'. J . L -'- J J -'. .'.. J - L .'. J — J .' .'. J L .'. '. J L .'. J L .'. .'. J .' .'. J . L .'. '- J .'e .'— J I . I I . . . . . . . I . I . . . . . . . se . se . . . . se . . se . I I I 1 I I I I I I I I I I I I I I t 1 1 1 1 t t t I fC fly' C fiat CJC) C ' C'3 (zi 4b ' ' CsC3 C3 4 CSC3 CSCI C) ,C)(1 c C a' C�CI '''a • tb- Cbc5• csei• a)'+•• • , v- ,'i • (b{b• , 1• .Rte. h9V Orb- hrr . hrb- h . � . t . h . NISI- . �. \Nit t\,?r Ib,. t":. k O . C . ,. - ham h� 1(.9. Milepoint Any intentional or inadvertant release of this data or any data derived from its use shall not constitute a waiver of privilege pursuant to 23 USG 409. Page 1 User: thomasd on 4THOMASD15 COLORADO liepaeruntent at TranJpaotatta» Colorado Department of Transportation DiExSysTM Roadway Safety Systems Accident History Graph: Cumulative Graph by MP Interval 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 E nd:120.00 From:01 /01/2011 To:12/31/2015 Number of Accidents 160 PDO In ju ry Fatal Total 140 - 120 - 100 80 - 60 - 40 - 20- 0 ▪ 1. .1. J . L .1. .1 . L .1. I 1 I I I I I I .1 . J . L. I I I . J L . I. .1. J . L I I I I I I I .1 . J . L . 1. .1 . J . 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I I I 1 I I J I I I I I I 1 I I 1 I I l 1 1 • - t - -I - 1 1 1 I A I I I 1 1 1 w I 1 I I I I Milepoint RIOS 1 I 1 1 I I Any intentional or inadvertant release of this data or any data derived from its use shall not constitute a waiver of privilege pursuant to 23 USG 409. .I . J- L _ I- a IIII 1 1 1 1 1 1 I 1 1 1 1 I 1 1 I I I Y I I I L - I _ - 1 _ .1 - I. . I - J I . I I I v L . 1. .1 . J - L. II II 1 1 1 1 1 1 1 1 1 I I I I 1 I 1 1 I I I I I I I I I I e - i- J - L . b d I I 1 $ 1 1 1 1 1 1 v I 1 1 1 1 I L .1. .1. J . L .1. J . L 1. .1 . I I I I I I I I I I 1 I I I I I I I I I I t I 1 1 I 1 I I I 1 I -.. . . en ... 1 . . ... ... .. — . L - 1- _ 1 $ - J - I- 1 1 I I I I I J 1 ▪ 1 1 L Nem J . L .1. J . L _I_ -I _ J - L -1. 1 II II I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 J . t . 1. J.. L - 1. I I I I I I .8. J . I I I J . L 1 I 4 1 I .'. J . L .Ili 1 1 .I - I Page 1 User: thomasd on 4THOMASD15 COLORADO liepagrntent of Tranipattatta» Colorado Department of Transportation DiExSysTM Roadway Safety Systems Accident History Graph: Time of Day Graph 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 End:120.00 From:01/01/2011 To:12/31/2015 400 350 300 —e— PDO —a— Injury —air Fatal ---o Total 250 - C 200 E z 150- 100 - 50 - cc 9 1 1 1 I 1 1 1 1 1 1 a I • I t I t I ✓ — -• — 1 a • I 1 • t t I / 1 • r I I 1 • • • • • • • • 4 0 c eNi r • • • • • • • I I I I / 1 1 1 • • • • • 0 9 • 4 0 0 r r 1 I I I I r I 1 I 1 • —1 • 1 • • I 7 I t 1 I 1 • • • • • • 1 • Any intentional or inadvertant release of this data or any data derived from its use shall not constitute a waiver of privilege pursuant to 23 USG 409. 0 9 66 • 0 C 0 • • • r a r 1 C 0 0 Q a 1 1 I 7 I t 1 1 1 1 • 1 1 1 <C 0 9 O O r 2 0 O 9 Time of Day —1 • r 2 a_ O O 6.5 1 1 1 t — I— t I t • • • O C7 0 2 c_ • I 2 o_ O O r: • • — • • 1_ • • 1 1 • 1 I I 1 1 I 1 • I r 1 1 I I / I a I • I 1 1 • 1 r I I I / / • I 1 1 1 a_ a- O O o r 66 di 2 O O • • r a a a t : 2 a O 9 r 1 1 4 0 esa Page 1 User: thomasd on 4THOMASD15 COLORADO liepairuntent of Ttanipattattar Colorado Department of Transportation DiExSysTM Roadway Safety Systems Accident History Graph: Day of Week Graph 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 End:120.00 From:01/01/2011 To:12/31/2015 Number of Accidents 500 450 400 350 300 250 200 150 100 50 -�- PIDO —a— Injury —lir Fatal —<./— Total P V Aria Sunday Monday Tuesday Wednesday Day of Week Thursday Friday Saturday Any intentional or inadvertant release of this data or any data derived from Page 1 its use shall not constitute a waiver of privilege pursuant to 23 USG 409. User: thomasd on 4THOMASD15 COLORADO lieparunteni of Tranipattattar Colorado Department of Transportation DiExSysTM Roadway Safety Systems Accident History Graph: Month of Year Graph 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 End:120.00 From:01/01/2011 To:12/31/2015 Number of Accidents 300 250 200 150 100 50 PDO -■- Injury —air Fatal Total • A • • • • • • 1 1 • • 9 L Y� ca 0 m z co 1. M t) LL O 1 1 / 1 1 r I. ---------—--- • 1 1 1 1 1 1 1 1 1 • t • • • • • • • 1 1 1 1 I • • t / 1 1 1 • ti • • • • 1 1 1 • • • • • I / 1 1 1 I 1 / • 1 I I I I / I 1 I I 1 I 1 I I I I $ I I 1 I I I I • . I • • • . I I • • • • • I • • • • I • I • I • • 1 • • • I I • I • I • I • . 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User: thomasd on 4THOMASD15 COLORADO Department at Trampamubar Colorado Department of Transportation Di ExSys'T Roadway Safety Systems Accident History Graph: Straight Line Diagram (SLD) 02/15/2017 Job #: 201 7021 41 61 927 Location: 34A Begin: 87.00 E nd:120.00 From:01 /01 /2011 To:12/31/2015 o P DO ❑ Injury A Fatal 00 {= E) ❑ C) I a mI a: ' : a H aa c{ ❑ ❑ iLJ LILT 0 ❑ tm u HEJ LLD ❑❑ iii : ice❑❑ 0 COO: O: ,❑O 8 `yJ a 0 ID❑❑ ,O CC0 0 Q 11❑❑ C LJ �y a +ti ❑ J ■ i ❑ O Il Ili no El El H: ❑❑ O I 8 O 9 ',1 Cr) ra 0 0 c 8 0 O 0 co C� 8 0 0 0 0 0 _ I a O a o 8 0 0O❑Q❑ Li_C ❑❑ O 0 0 PO 00 00 ❑� O O sco c� f 3 C7 0 0 0 0 O O ❑ ❑ A o M ilepoint C C� O 5.. ED 0-0 _ 0 tj 0 El C 8 0 0 O 0 0 COO :c ❑ OS 000 coo El 8 g3 bow ❑eDD ED cr _ OO_ ❑ O O OA OECD. ED _ HH 0 t( I Cfrn ❑ re C.X) 90 li l oCo 0 tC O CO 0 0 D 0 CO 8 8 ii I �-yr-� 0 0 (V 0W V ❑ O ❑ a pop n 8 0E o 8 000 0 8 8 0 0 0 0 0 0 :0 0 0-0 a 8 O 0 0 0 8 0 0 0 o' 0 aro❑O O 8 Ahid�J IL S > ❑ no O 0 0 0 c. 0 ❑ 0 8 Any intentional or inadvertant release of this data or any data derived from Page 1 its use shall not constitute a waiver of privilege pursuant to 23 USG 409. User: thomasd on 4THCMASD15 Appendix B Environmental Resource Maps t.1PP ■r ..E'dTSIS_US_21t+LU..'SOt=1:,Min-VWrpuL2xisth unJllurat.0nilPalrlhquuLUteyuucrxrimLi 121912017 I — I f Y 1.1 Il i 1 Y i� i Y i 6 Ifii f yam_ 1. r r i t®+ 6 .bra e i 1 I viii b iMil i Y ii t is Ifiil 1 b 1 �y rt ?N. c z Boyd Lake EVANS E_arLai atd&,. lvd _ 005.0 i' ct L in O I I cc U Plumb Belch ¢51x.5'. a 1 I I i l 1 IIgantil I I J oi 41' . c. lr r blitt‘ r q, Foil Cal' W Lro rig IaaoJ _e19der LEGE ND US34 Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor J County Boundary NHD Flowline NHD Waterbody NWI Wetland _I II Sources: - National Wetland Inventory (NWI). USFLIIS. 2C 17 - National Hydregraphy Dataset (NHD). USGS. 2C17 C I I I Finns FIGURE B-1 Environmental Resources - Waters US34 PEL December 2017 chain EGVE LAND -bt..3.. UG _:i1 FtL2 6 UN.I0 UI:WIU LI: C r LMdLI' QU.IfIXI: `1:i'.$ Cr at Blvd I . - I . a . a . 1 U$aU$J VICINITY MAP I I. 2 fl ,_'era )4.n*nl'aln nail Kith Feat Calms U LarxJmcnil Eli:Oder der of 7t LEGEND US34 i' Study Area Evans Garden City Greeley Kersey Johnstown Loveland 1 Windsor County Boundary Greenback Cutthroat Trout Ute Ladies' Tresses Orchid Habitat Preble's Meadow Jumping Mouse Occupied Range Nate: I) Overall range farPrefble's kleadcw Jumping Meuse occurs across the entire project area. Sources: -U.S. Fish and Wildlife Service - Colorado Parks and 'Wildlife C YAdrr, FIGURE B-2 Environmental Resources - Federally Listed Threatened and Endangered Species US34 PEL December 2017 Sam Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Black -tailed Prairie Dog Overall Range Preble's Meadow Jumping Mouse Occupied Range Nate: 1j Overall range farPreble's Meadow Jumping Meuse and common garter snake occurs across the entire project area. Sources: -U.S. Fish and Wildlife Service - Colorado Parks and'Wildlife C " Ma FIGURE B-3 Environmental Resources -State Listed Threatened and Endangered Species US34 PEL Decem ber 2017 ^±4 fl7i. US 34_1- 6L'2110 GI Et?. 11p Repto axis Ilrg Corr IUurx!0LalFar.L�l'E_& In in.Iflxe -4, !i iL dam. VIM! -Y WV, 1-W.cir • ___i, I 2.i 1 I III •ao S1II S - "diii•i•+G r i, .M -,.S, — S'ilS sieISt S. It IN ••- 1' t.- S I SI-S St ifft 3- SIld�li:ibliaiiilitlbSaISIS'I SbiIIidbI arl i1 r EC Pi wiraccit at . am J E Crassrabst)s,•Elvd ce �' o LOVELAND t 257 en cr — C - .. y A_ A m J.5 et aFtait'ra a C r;. 0 .✓t 'CO ill. +?i } as sa S. S SCY '4y W1 ' a . "- m Q 7 7 5 or. y�' d 10 e :. ~ ' a da Q D z y3S3� 34� 1 q - -� 1 ^ 4II GREELEY 02 Ce ?4 • • . I • .. a • - . 3 ..le . JOHNSTOWN 1 - — , M lds ISIIa I SIISII ai' 'ui= 4S.Ia-a,I� iii.._, a F ' 021a .ii•it ise are••»••tie.••[ t l +i -.. IiildalifMiiiiSlldiinSlidii•lOl•tii6iiSIbIitl•mdi I1 t .. _ A County RoadMI CciurttyYtoad iS b cc ru M 37Th St iti'II16t1) l 'al, —,t iS✓, y } 4 GARDEN CITY EVANS 4 IS I S..t , a I IS tl i a l— Plait IS it►IaI `t: yrir L �i' -.11IlM. Halm etQa tE_ F C_ 3 arC.? • 1 Ma" i le i i ai I I dam, m a S I a Si t l County Rpm! 4ff I I I I IOEM I I M I I I I .1 F • 1« C.! t i LArig IIM:oJ Oct dder LE GE N D US34 ilia: Study Area Evans Garden City Greeley Kersey Johnstown Loveland f� Windsor County Boundary llllll� Black Bear Overall Range • Elk Overall Range Canada Geese Winter Range Mountain Lion Overall Range Wild Turkey Overall Range Nolo : ,.,„call range for mule door and white-tailed deer Ieojrs across the entire project area. Sources: - U.S_ Fish and'Wldlife Service - Colorado Parks and Wildlife i FIGURE 8-4 Environmental Resources - Wildlife Lt834 PEL December 2017 .tb`7315_U�_21_PCU2soC- .'ii;IFsif}eyul'rSI UI. ulttillul�lOL�IlPatrl_'.•I'lldYrr.I-hd to 1904017 chain VIM!-YtdFP mmtIti nitttt ie'Itttltt■Ieapeesteaitleitteeslet iiii,t _'alma IeaIf♦teSi1SII.1 1rr♦I"=IMItllIMAIIiSI LOVELAND cc cc t il c a = S y 4. 5 \ E 1 } d te - a C y m ab ii L_ I — 11s tt — tl ` ,I'V 1i !'9i S 1I tl 5 1i —'I 4 E ari atlkplvd _ WINDSOR PI — It ION �I►I�11�11�11®+1�11�III�II�t�ti�II �11�11�I Sil a' 4. laCtut •-Sil—+ 1 411 tta 111E 1L4Mil JIOHNST0WN 7-1-1 u ailaiil iinUalitiliMiiiliatial milt-'--i 1 1 1 i m C GREELEY p -.1 IS II I I 1-1-ST-ESMSI tS 1 1 1 1 1 1 1 1 1 1 d 1= $ 7Th St -J II —11 _jI SI IS I�t illA1 I�� ,ll l ' ISI I ti t t� l t t� l t t� l t t�l GREELEY EVANS 1 I 1 I 1 I i I I ISSN' I tl et S IIS IIa II it SIl SIl fl C i ii a iI II a It J 11 ei LcI mcS C• Adel LEGE ND US34 j1 Study Area —1 Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Historic Resources Parcels Build within 50 years Milos FIGURE B-5 Environmental Resources - Cutural Resources US34 PEL December 2017 _the Uo....d_F+LL1.1ais•ItevultmistiriLICuntiUursinvalP3tel CulN131wb.rtxd 121`130D17 dam t icirai-Y t.1/P �I!SIfS ISIe5415 t f� t S I t 5 r t 5,t 5 t t S'I S iI 1 t ± -A ', j:PI-J N i! ae•" M'tVT�i 1 vtj 1,! -'!li1 ..t"• lY` ..I _teed r H 11-1 Air4ei-, ''�,__i-w- 1.1, —r l .....„,„ } 4 b cc } L H tt 3 h St 1 r i 1 a i r'S i i NCI 11-eTT_a 7 i �� 1 a t I at it r 1 GREELEY a r. ' Si u u EVANS . I S d !• I i n d i S F. .tb?5!3Ui. PCLI.;S0 GMNItirs'nepubLxIsunucundUurs!oLulPaId rluul*,iains.rlyd 12779/2017 Ii�ii�iir�ibe�Ii. wtt ilf�iir�li�gl.Y�iMII r�Ssi4ig, lvd �L .. NMI X111Eni 1ieik. 91!• PiMt I k Ina ,w I1 I GREELEY 1 I I I fl l i e l d ii' O r r to 1 I <_ 1 t S ._ car Thr a I I KERtEY ✓ SC M•sinter n �'Prr4, hrs I u� t' ijr Lcn, mcS LEGE ND US34 _ Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary 100 -Year Floodplain 500 -Year Floodplain Sparn.3_ - FEiv1N. Fbocdp'sins i I 1 i tl l±l::i FIGURE 8-6 Environmental Resources - Floodplains U834 PEL December 2017 cii2Ass 'VIM! -Y rari~ EB LOVELAND w �I►—lii—lIaII—isaIll dI1.�I l a II aI w d�I i a l e aI� aI1® ar d II IL aStr e Tea 1) �+ 1 I I II —I1 II II .r� n+. re cc V z ±n b St .u_rl_I _,1_I1_li 111 —�1—1I—II��1 GREELEY • e r., a EVANSe II_II_II_Halt _IISI nib 4rLts ilbsid.s,$Ivd GREELEY JOHNSTOWN r ' p il�in iiii�i aaii�iYi�lrlllmorleusumii a a F- cep me: 7 1 1 t�1`pEDI +L{"Mel 111111�1WWllll �i VV,p vv..a�< 4� 11Y' ED • E Ii e e a. j3 GARDEN -a CITY - - ' . e it 1h •V a E17 et In l—1,._.IIII _II tb?ofS U:i21 PCU35U•GLriLiars'ReprilLzIsllnutundUurs!OvalP31bl ift tlNth. mad /2119:2017 ED 7,99 Ei7 37 t + 1 0 s I. , trIr 7 r e E 03 a3 J 6 63 j a) e 03 l el e1 e 7 et ei @ eeeeEERD e Eb E1` E e € E IIL.III— IIISII J LEGE ND US34 I1, - Study Area 77 Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary € Water Well ;,pDu :a: - I_i,drralll Ester mervahan El et rd FIGURE 8-7 Environmental Resources - Water Wells 11834 PEL December 2017 chain 1 ICII•JI"{ LAPP t t aaaar • t aaaar tat —n tom• t a s am LOVELAND Buren Ave p c g v 02,1 3 3 } d 6 II • MEdlEtI Aloe rf m C. • W I a ii — Iii 1iS.' •late •—••• 1,,. W 1 S • COL' WINDSOR ill jai Creca24s,13lvd MOS •• � } ti CC 5 uR • it";' •• `• • • GREELEY a: ,.. •''_ 'a• • • ilil—i i-Si`r, 'r•,^—• .—1 :mt.,'t,....'Il+•••:w I l,I '; r St. I !-Jam i -• l aaaa� I l aaaa� l ''I 1' - .• I:a ;••�S 1 t aa� 1 1 VIM 1 ' r '. 1 I. a.= I I allow, 111'.✓• I I aa'. , t ESL. ' ; -.V , .F `4 ..i.....1 I aaaa� I " A.", I i- I I ' , l'.,l •-y. _ • _ _ — I _ I H' ' ...,,..,...„../6 Cc ..;: . - '- •.>• • ^{ �,.J : - . •Ir •' • 1e i l .tbr 1._. LI1.!..I a1L•i Ur ..,ui tib�I s'DLIIF:a frI_Hau•I'LL! r,ai 12.19. I-• • . p, • Lr, . •t • a• • A a a .. err, I r,.1I III .�+a 1..� .'.:-tll- �I.J I ,"'!,.'. I ,'71r..• •e'• I �-•=4• ft''•ft It: /I ?� Cal,^- r•.�ea • GREELEY )l I JfP ti•• B S 34 n a Pie•..•.: ?• 4-. F -L.•> ,a: I '': !• • • • . S'::•*-.;.* • GARDEN ' • • .. . . . • -c CITY E--•• •1' Z.0 . L' "-;il rat >a' 1111111 I R^. 1 isriiirf•s� .i t SFr."-i�/.I, I E•W. • • - • ``• - EVANS M Y aa� 1 11 fr'A l7 •. •• 1 •a.'1M,^•1 •Tt 11 • I/...' -III!!;•JI••.at'.'I1::re; 1:•i.r•';*,`,•,...r-.•. rya••. a't a• --�• • ?jai* _ - - fa • Foe Ca Lro rry mlrnJ 140:01:1 rier LEGEND a U534 Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Oil and Gas Well Hazmat Site of Concern Number Name Descip:ion 1 'h-3'1 and I-25 oil spill Full gasoline oil tanker cashed and caugh: `ire, spilled approximately SCCO gal o= gasoline, may have all bum: o== 2 LIS-3.1 and I.25gas line puncure Cons:ruc:ion cew pvnc tired gas line, tlere was gas in soil 15 `: bgs 3 Nor:horn Colorado tru'a:erConsv Lis: Par: Cr Iiclun:aryclean upan, small quani:ygenarat. r (meals) 'I Wes: lake Dry Cleaners Genera:or, trown'ield 5 YellowFreigh: ys:ern Inc Several ins:antes o'dlemi'a1sleaking, all appear:o have been 'x'n:ained properly o Old Melt House Old met labIcca:ed in house, new ownernow, brown°ield 7 His:orical solid v;as:e landfill No de:ails available S Hyland En'erprises Inc spill Tank co-raininglamingmaterialleaked while driving, everytling was cleaned up l Rothman Oil Bulk Open LUST Source: - Colorado Oil and Gas Conservation Commission 1 FIGURE B-8 Environmental Resources - Hazmat US34 PEL Decerria r 2017 ich 2 \Ict1JI-Y 1.1PP +i�biiiiifi�bir auSillitail iti,aiitbnfbri_ii;,,. itati iltilfismoiii ip a Or GRIgeli w� i�Q1 -:.I en 0114 ai c , i • ] •+ i++:iii� r �rx• ia, �� a �+Fine xrawer... i_r��lfJ &Fp r a a 0 GREELEY +�II-+I -+I -II ti—� 1 1 1 KoNEY et IZ ICI Ifi111 X11-11-11-11 r I+J LEGEND US34 ;= Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Existing Land Use Agriculture Commercial Commercial Mixed Use Industrial —I Natural Resource Open Space Public / Institutional / Civic Residential Residential Mixed Use Vacant f 1 1 FIGURE B-9 Environmental Resources - Existing Land Use US34 PEL December 2017 tbfol;.i_Ui,_�1_F'LU.`SU t=L•.•i i;+Fs.Itepti 1-Ni3UiI6CUriJUUra obl_LefkUI oyW.i-ad 12:19.4611 dant VIM!—YI.1/F, ›ari z O:I o alieniiai11ta1ir_11ti16dlIit1i1ilatill iiYitar.aI at. s;11�r,, dbi�lietlL di;i�—ildI i se liar's* � 4 ® � wraS4a4r11Q n LOVE LAND ILISIlkallliaIlSII4OSIOSIISIIa 4, 5 1 15 1 Weis: tbrol;.i_Ui,_,1_F5.UL1IlI-•aobi _I-uLutS U.rnd 1c,192017 E .^.raysroads Blvd JOHNSTOWN 1I GREELE CIiSAS .... iiSliSiedsirr lei ii 11 a 1 I a l l a l l a l l 1 Y..) 1 I 1 I I I ▪ I I I I I1 a I 1 I 1 I 1 I 1 I t y P AIPLitik F r.r rrd I u� Lro rig Ia.rnJ Oct der LEGEND US34 j11 Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Future Land Use Agriculture Commercial Commercial Mixed Use Industrial Open Space Public ! Institutional ! Civic Residential I Residential Mixed Use C I I I bill; FIGURE B -1O Environmental Resources - Future Land Use US34 PEL December 2017 darn v Iclha -r iarfi .tv?or.) U::21 PCU35U•GLri1Mars Pears LzlsllnutundUurs!OLalP31bi_Nulye.rod 12tI9.:0 T LOVELAND cb ec I w �It�IlP�Il�li�al�IlP�II�II�II�IIP�Ii�1lP�li al- 0ZJi,. i a I3tite1•iii E .ie j IIaI,MINI' I d Z I — co 87Th St aLSII IifltralIall aIIailI, EVANS d L I — ✓ I I lla a I a a d I a J CrLslpa{J.s,$Ivd 1 -y Ialtia ii a�tlaa�tiaaaaltial a GARDEN ,,, CITY a. a CC C I I a11l,—■1 aiIIP a • • r — I1 i ss� 1 1 1 1 !� ! d i F r at i t s e_ cc 8 EI1 1I PI 8 a U u I ss� I I ss� i I ss� l 1 r 1. IIL. ty 41 free Cr4Blrtp. I LI LcI mcS LEGEND US34 500 -ft Buffer Study Area Evans Garden City Greeley ] Kersey Johnstown Loveland Windsor County Boundary Noise Sensitive Land Use Noise Sensitive Land Use Activity Category B Activity Category C l Activity Category E FIGURE B-11 Environmental Resources - Noise U634 PEL December 2017 i �IP.— I—IISII—"+ISIISII 'am.1 lien- I I ims, 11 _ =l `. d EVANS ewe: a—I�a II U �II�II—Il5l+c�r�„ I f J I 0' I% Lei" I 1 ti•`" 13 CC .G' et 3C U m s. a a tl GREELEY I I ea. ttclral-r Ia/P LEGEND US34 Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor County Boundary Section 6(0 Existing Trail Proposed Trail Parks / Open Space Sources: - City of Greeley. 2017 - City of Loveland, 2C 17 - North Front Range Metropolitan Planning C;rganizadon (NFRMFC). 2017 i � � I FIGURE B-12 Environmental Resources - Recreational Resources US34 PEL December 2017 .tb`7373_Us_2a_F•LU.-au n..0LvIPairl_teurtrsuutes.IMxd 12719.r61T dant iitiallitilimm,e-t6, ,/{4..„ .,, .,,.../. r ///1/1/././1 } d i H Pan St rl—1 I e�.I—I I —1 a-11 II CC CC Cra 1 I I I I II I — II Ie le I — I —e�- LEGE ND U534 Study Area Evans Garden City Greeley Kersey Johnstown Loveland Windsor \ ICRJI—•{ tdFP J County Boundary V//A Potential Low -Income Populations' Potential Minority Populations' Moles: I) Lccations where census data indicates higher than county average minority or low-income populations. 2) 17% ofthe population in LarimerCounty and 333 of the population In Weld County are minorities. Census blockgroups that exceed these values are identified as having minority populations. 3j 15% of households in Latimer County and 1.t% of households in Weld County are low-income. Census blockgroups that exceed these values are identified as having low-income populations. Source: - US Census Bureau. Geography Division. 2010 and 201a 2011.201E American Community Surrey 5 -Year Estimates. US Departmental Housing and Urban Development. 2016. 1 t I ; I Ir.:; FIGURE B-13 Environmental Resources - Preliminary Environmental Justice Assessment U834 PEL December 2017 .i.ttrSFJ_UbS4_PLL' 'ati lurel;ss'iit1UU sislit.CuI,Jltulobi LJ.rrvd 12,19.2017 an Appendix C GeoSearch Report Ge Search On time. On target. in touch. E RecSearch Report Satellite view Target Property: US 34 PEL Map I of 3 Glade Rd Loveland, Larimer County, Colorado 80538 Prepared For: Colorado Department of Transportation Order #: 86091 Job #: 186574 Project #: Unknown Date: 05/03/2017 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 Table of Contents Target Property Summary 1 Database Summary 2 Database Radius Summary 7 Radius Map 12 Ortho Map 14 Topographic Map _ 16 Located Sites Summary - 18 Unlocated Sites Summary _ 421 Environmental Records Definitions 423 Unlocatable Report See Attachment Zip Report - See Attachment Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 Disclaimer This report was designed by GeoSearch to meet or exceed the records search requirements of the All Appropriate Inquiries Rule (40 CFR §312.26) and the current version of the ASTM International E1527, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process or; if applicable, the custom requirements requested by the entity that ordered this report. The records and databases of records used to compile this report were collected from various federal,state and local governmental entities. It is the goal of GeoSearch to meet or exceed the 40 CFR §312.26 and E1527 requirements for updating records by using the best available technology. GeoSearch contacts the appropriate governmental entities on a recurring basis. Depending on the frequency with which a record source or database of records is updated by the governmental entity, the data used to prepare this report may be updated monthly.. quarterly, semi-annually, or annually. The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy, reliability, quality, errors occurring from data conversion or the customer's interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners, employees, officers And independent contractors cannot be held liable For actual, incidental. consequential, special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. GecjSearch www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 Target Property Summary Target Property Information US 34 PEL Map 1 of 3 Glade Rd Loveland, Colorado 80538 Coordinates Corridor USGS Quadrangle Loveland, CO Masonville, CO Windsor, CO Geographic Coverage Information County/Parish: Larimer (CO) , Weld (CO) Zi pCode(s ): Johnstown CO: 80534 Loveland CO: 80537, 80538 Windsor CO: 80550 Radon * Target property is located in Radon Zone 1. Zone 1 areas have a predicted average indoor radon screening level greater than 4 pCi/L (picocuries per liter). Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 1 of 439 Database Summary FEDERAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) EMERGENCY RESPONSE NOTIFICATION SYSTEM ERNSCO 0 0 TP/AP FEDERAL ENGINEERING INSTITUTIONAL CONTROL SITES EC 0 0 TP/AP LAND USE CONTROL INFORMATION SYSTEM LUCIS 0 0 TP/AP RCRA SITES WITH CONTROLS RCRASC 0 0 TP/AP RESOURCE CONSERVATION & RECOVERY ACT - GENERATOR RCRAGR08 16 0 0.1250 RESOURCE CONSERVATION GENERATOR & RECOVERY ACT - NON- RCRANGR08 12 0 0.1250 BROWNFIELDS MANAGEMENT SYSTEM BF 2 0 0.5000 DELISTED NATIONAL PRIORITIES LIST DNPL 0 0 0.5000 NO LONGER REGULATED RCRA NON-CORRACTS TSD FACILITIES NLRRCRAT 0 0 0.5000 RESOURCE CONSERVATION & RECOVERY ACT - NON-CORRACTS TREATMENT, STORAGE & DISPOSAL FACILITIES RCRAT 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM SEMS 0 0 0.5000 SUPERFUND SITE ENTERPRISE MANAGEMENT INVENTORY SYSTEM ARCHIVED SEMSARCH 3 0 0.5000 NATIONAL PRIORITIES LIST NPL 0 0 1.0000 NO LONGER REGULATED RCRA CORRECTIVE ACTION FACILITIES NLRRCRAC 1 0 1.0000 PROPOSED NATIONAL PRIORITIES LIST PNPL 0 0 1.0000 RESOURCE CONSERVATION ACTION FACILITIES & RECOVERY ACT - CORRECTIVE RCRAC 2 0 1.0000 RESOURCE CONSERVATION & RECOVERY ACT - SUBJECT TO CORRECTIVE ACTION FACILITIES RCRASUBC 0 0 1.0000 SUB -TOTAL 36 0 Additional Environmental Records I I Search Radius Database Acronym Locatable Unlocatable (miles) AEROMETRIC INFORMATION RETRIEVAL SYSTEM /AIR FACILITY AIRSAFS 7 0 TP/AP SUBSYSTEM BIENNIAL REPORTING SYSTEM BRS 0 0 TP/AP CERCLIS LIENS SFLIENS 0 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP EPA DOCKET DATA DOCKETS 2 0 TP/AP ENFORCEMENT AND COMPLIANCE HISTORY INFORMATION ECHOR08 19 0 TP/AP FACILITY REGISTRY SYSTEM FRSCO 29 0 TP/AP Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 2 of 439 Database Summary Database Acronym Locatable Unlocatable Search Radius (miles) HAZARDOUS MATERIALS INCIDENT REPORTING SYSTEM HMIRSR08 8 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM (FORMERLY ICIS 0 TP/AP DOCKETS) INTEGRATED POLLUTANT DISCHARGE COMPLIANCE INFORMATION SYSTEM NATIONAL ELIMINATION SYSTEM ICISNPDES 4 0 TP/AP MATERIAL LICENSING TRACKING SYSTEM MLTS 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDESR08 0 0 Tip/AP PCB ACTIVITY DATABASE SYSTEM PADS 0 0 TP/AP PERMIT COMPLIANCE SYSTEM PCSR08 0 0 TP/AP SECTION SEVEN TRACKING SYSTEM SSTS 0 0 TP/AP TOXIC SUBSTANCE CONTROL ACT INVENTORY TSCA 0 0 TP/AP TOXICS RELEASE INVENTORY TRI 0 0 TP/AP HISTORICAL GAS STATIONS HISTPST 0 0 0.2500 MINE SAFETY AND HEALTH ADMINISTRATION MASTER INDEX FILE MSHA 3 0 0.2500 MINERAL RESOURCE DATA SYSTEM MRDS 3 0 0.2500 OPEN DUMP INVENTORY ODI 0 0 0.5000 SURFACE MINING CONTROL AND RECLAMATION ACT SITES SMCRA 0 0 0.5000 DEPARTMENT OF DEFENSE SITES DOD 0 0 1.0000 FORMER MILITARY NIKE MISSILE SITES NMS 0 0 1.0000 FORMERLY USED DEFENSE SITES FUDS 0 0 1.0000 RECORD OF DECISION SYSTEM RODS 0 0 1.0000 SUB -TOTAL 78 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 3 of 439 Database Summary STATE (CO) LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) ENVIRONMENTAL REAL COVENANTS LIST COVENANTS 0 0 TP/AP HAZARDOUS WASTE SITES- GENERATOR HWSG 4 0 0.1250 ABOVEGROUND STORAGE TANK FACILITIES AST 28 0 0.2500 UNDERGROUND STORAGE TANK FACILITIES UST 39 0 0.2500 HISTORICAL SOLID WASTE LANDFILLS HISTSWLF 7 0 0.5000 LEAKING STORAGE TANK FACILITIES LST 43 0 0.5000 LEAKING UNDERGROUND STORAGE TANKS TRUST FUND SITES 3 0 0.5000 LUSTTRUST SOLID WASTE FACILITIES SWF 9 0 0.5000 VOLUNTARY CLEANUP AND REDEVELOPMENT PROGRAM SITES VCRA 9 0 0.5000 HAZARDOUS WASTE SITES- CORRECTIVE ACTION HWSCA 4 0 1.0000 SUPERFUND SITES SF 0 0 1.0000 SUB -TOTAL 146 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) AIR POLLUTION CONTROL DIVISION PERMITTED FACILITIES APCDP 5 0 TP/AP ASBESTOS ABATEMENT AND DEMOLITION PROJECTS ASBESTOS 7 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP COLORADO DISCHARGE PERMIT SYSTEM FACILITIES CDPS 13 0 TP/AP SPILLS LISTING SPILLS 8 0 TP/AP DRY CLEANING FACILITIES CLEANERS 1 0 0.2500 HAZARDOUS WASTE SITES- TREATMENT, STORAGE & DISPOSAL HWSTSD 0 0 0.5000 METHANE GAS STUDY SITES METHANESITES 0 0 0.5000 URANIUM MILL TAILINGS SITES UMTS 0 0 0.5000 SUB -TOTAL 34 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 4 of 439 Database Summary LOCAL LISTING Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) WELD COUNTY SOLID WASTE FACILITIES WCSWF 0 0 0.5000 SUB -TOTAL 0 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 5 of 439 l _ Database Summary TRIBAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) UNDERGROUND STORAGE TANKS ON TRIBAL LANDS LEAKING UNDERGROUND STORAGE TANKS ON TRIBAL LANDS OPEN DUMP INVENTORY ON TRIBAL LANDS USTR08 0 0 0 0 0 0 0.2500 0.5000 0.5000 LUSTR08 ODINDIAN SUB -TOTAL I 0 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) INDIAN RESERVATIONS INDIANRES 0 0 1.0000 SUB -TOTAL 0 0 TOTAL 294 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 6 of 439 l _ Database Radius Summary FEDERAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 (> 1/8) Mile 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total AIRSAFS 0.0200 7 NS NS NS NS NS 7 BRS 0.0200 0 NS NS NS NS NS 0 CDL 0.0200 0 NS NS NS NS NS 0 DOCKETS 0.0200 2 NS NS NS NS NS 2 EC 0.0200 0 NS NS NS NS NS 0 EC HOR08 0.0200 19 NS NS NS NS NS 19 ERNSCO 0.0200 0 NS NS NS NS NS 0 FRSCO 0.0200 29 NS NS NS NS NS 29 HMIRSR08 0.0200 8 NS NS NS NS NS 8 ICIS 0.0200 3 NS NS NS NS NS 3 ICISNPDES 0.0200 4 NS NS NS NS NS 4 LUCIS 0.0200 0 NS NS NS NS NS 0 MLTS 0.0200 0 NS NS NS NS NS 0 NPDESR08 0.0200 0 NS NS NS NS NS 0 PADS 0.0200 0 NS NS NS NS NS 0 PCSR08 0.0200 0 NS NS NS NS NS 0 RCRASC 0.0200 0 NS NS NS NS NS 0 SFLI ENS 0.0200 0 NS NS NS NS NS 0 SSTS 0.0200 0 NS NS NS NS NS 0 TRI 0.0200 0 NS NS NS NS NS 0 TSCA 0.0200 0 NS NS NS NS NS 0 RCRAGR08 0.1250 5 11 NS NS NS NS 16 RCRANGR08 0.1250 8 4 NS NS NS NS 12 HISTPST 0.2500 0 0 0 NS NS NS 0 MRDS 0.2500 0 0 3 NS NS NS 3 MSHA 0.2500 0 1 2 NS NS NS 3 BF 0.5000 1 1 0 0 NS NS 2 DNPL 0.5000 0 0 0 0 NS NS 0 NLRRCRAT 0.5000 0 0 0 0 NS NS 0 ODI 0.5000 0 0 0 0 NS NS 0 RCRAT 0.5000 0 0 0 0 NS NS 0 SEMIS 0.5000 0 0 0 0 NS NS 0 SEMSARCH 0.5000 0 0 0 3 NS NS 3 SMCRA 0.5000 0 0 0 0 NS NS 0 DOD 1.0000 0 0 0 0 0 NS 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 7 of 439 Database Radius Summary Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0 - 0.02) (> TP/AP) (> 1/8) (> 1/4) (> 1/2) > 1 Mile (miles) FU DS 1.0000 0 0 0 0 0 NS 0 NLRRCRAC 1.0000 0 0 0 1 0 NS 1 NMS 1.0000 0 0 0 0 0 NS 0 NPL 1.0000 0 0 0 0 0 NS 0 PNPL 1.0000 0 0 0 0 0 NS 0 RCRAC 1.0000 1 0 0 1 0 NS 2 RCRASUBC 1.0000 0 0 0 0 0 NS 0 RODS 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL 87 17 5 5 0 0 114 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 8 of 439 Database Radius Summary STATE (CO) LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total APCDP 0.0200 5 NS NS NS NS NS 5 ASBESTOS 0.0200 7 NS NS NS NS NS 7 CDL 0.0200 0 NS NS NS NS NS 0 CDPS 0.0200 13 NS NS NS NS NS 13 COVENANTS 0.0200 0 NS NS NS NS NS 0 SPILLS 0.0200 8 NS NS NS NS NS 8 HWSG 0.1250 2 2 NS NS NS NS 4 AST 0.2500 5 16 7 NS NS NS 28 CLEANERS 0.2500 1 0 0 NS NS NS 1 UST 0.2500 15 20 4 NS NS NS 39 HISTSWLF 0.5000 0 0 0 7 NS NS 7 HWSTSD 0.5000 0 0 0 0 NS NS 0 LST 0.5000 13 19 5 6 NS NS 43 LUSTTRUST 0.5000 1 0 1 1 NS NS 3 METHANESITES 0.5000 0 0 0 0 NS NS 0 SWF 0.5000 2 3 2 2 NS NS 9 UMTS 0.5000 0 0 0 0 NS NS 0 VC RA 0.5000 1 3 4 1 NS NS 9 HWSCA 1.0000 1 0 0 2 1 NS 4 SF 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL 74 63 23 19 1 0 180 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 9 of 439 Database Radius Summary LOCAL LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0 - 0.02) (> TP/AP) (> 1/8) (> 1/4) (> 1/2) > 1 Mile (miles) WCSWF 0.5000 0 0 0 0 NS NS 0 SUB -TOTAL 0 0 0 0 0 0 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 10 of 439 l _ Database Radius Summary TRIBAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total USTR08 0.2500 0 0 0 NS NS NS 0 LUSTR08 0.5000 0 0 0 0 NS NS 0 ODINDIAN 0.5000 0 0 0 0 NS NS 0 INDIANRES 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL 0 0 0 0 0 0 0 TOTAL 161 80 28 24 1 0 294 NOTES: NS = NOT SEARCHED TP/AP = TARGET PROPERTY/ADJACENT PROPERTY Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 11 of 439 RADIUS MAP . I (/ � tl � � `'' �•`f � l 11 � 2.----� I I1/i)I 1 c ti t St F: .l m t s'IJlH.IIflu •r y r �. 1 "!s 112 91:1 =--�, .T1�",�'I6 T t i1 r a 18Mie, tir •, s≥- 6� , r I H e 1 r •77'e9 `- ':YCx}an.h_."+ 18 —E 27 I . 0,-.7441D-' 37 } i ' yl QLig i 73 Vg . .•.� y� d� 1 1 I Ai 2© 21 MI 1 4 61 dU 7. 51_5 S# 54—L 51 —•G i& �435r<g I r - .. nr � Me • v8; _ �S. l s ss..:, ��'65■� J 9B6' _—_ - �• 101 I Jr�•. £ti u t_ ?LF R' 100 1016.1"- 102r #1D5 ( _ -1-/ s ! . �� ,A _9 41 Pit..; Tot 10 ' t Tli �a III n , .$ F-- ,�% r r ■ a�ll1 r■ . 1 �• ..-r ■iii■ ��a� 1 r r ,. • v '4 Target Properly (TP) A C • O • UST SPILLS FRSCO RCRANGROS LST AST ASBESTOS UJST TRUST COPS FRSCO LST UST ECHORCS VCRA RCRACRCS RCRAGRC8 u 0 H'W SLR RCRAC SPILLS AIRS AFS RCRANGRCS, SW F VCRA SW F BF MS HA ARDS HISTS'WLF HW SCA NLRRCRAC SEMSARCH HW1 SCA US 34 PEL Map 1 of 3 Glade Rd Loveland. Colorado 80538 0 3010) 1 jib) SCA E. 1• — 3O30 1 Iea h www.geo-search.ccln • phone: 866.3916.0042 • fax: 512-472-9967 JOB at 1E8574 - 53.2m7 • sr 's Target Property (TP) A C ♦ O ♦ UST SPILLS FRSCO RCRANGR0S LST AST ASBESTOS UJST TRUST COPS FRSCO LST UST ECHORCS VCRA RCRACRCS RCRAGRC8 H'W SLR RCRAC SPILLS AIRS AFS RCRANURCS, SW F ‘/CRA SW F • 0 BF ME NA MRDS HIST S'W LF HW SCA NLRRCRAC SEMSARCH HW SCA US 34 PEL Map 1 of 3 Glade Rd Loveland. Colorado 80538 0 36Ce 150 0 N 4501 SCA E. 1' - 3G30 Geaarch www.geo-search.ccrn • phone: 866.396.0042 • fax: 512-472.9967 J66n' 1E8574 - 53.2m7 A C • • Target Properly (TF) UST SR LLS FRSCO RCRANGROS LST AST ASBESTOS LUST TRUST COPS FRSCO 1ST LIST ECHORCS VCRA RCRACRCS RCRACRCS F'h' S4= RCRAC SPILLS AIRSAFS RCRANC R08 55/ F VCRA SW F SF NS HA 'g WADS (q HISTSA, LF HWWSCA NLRRCRAC (3 SEMSARCH r HWSCA ORTHOPHOTO MAP Quadrangle(s): Loveland, Masonville, Windsor US34PELMap 1of3 Glade Rd Loveland, Colorado 80538 I Hairri_. 0 Orp,.Elrthstar Lapl ie LLC E-rtllstarGLOciraphi3I0 Ea'tl)stni G.3ii I is SIO ,3,17 FlicrlsGtfi COI O atiqil 4 0• E S 3000 '5u] SCALE: P = 3400' GecoSear1.r www.geo-search.com • phone: 866.396-0042 - fax: 512-472.9967 JOG 1E8574 - 535 2Ul7 M. Target Property (TR) Cs UST • SPILLS ❑ FRSCO C RCRANCRGS LST Cy AST ASBESTOS LUSTTRUST • 41 o u COPS FRSCO 1ST LIST ECHORCS VCRA RCRAC RCS RCRAC RCS H'AI 54= RCRAC SPI LLS AIRS AFS RCRANC RG8 51•% F VCRA 51•% F S r ' I) SF MS HA EROS HISTS'WLF NW SCA. NLRRCRAC SEMSARCH NW SCA ORTHOPHOTO MAP Quadrangle(s): Loveland, Masonville,Windsor US34PELMap 1of3 Glade Rd Loveland, Colorado 80538 arthstar:Gc iaphic. LLC Eartystai'Geo�uaj `�iLS SIC Earthstar G SicrapI;ic 2017 F•iicrlsCtfi,C0rOrratibi% E S UUi SCA:n. 1' - 3ltiiG GecoSear1.r www.geo-search.com • phone: 866.396-0042 - fax: 512-472.9967 JOG 1E8574 - 535 2Ul7 JOB at 1E8574 - 53.2017 • ^% Target Property (TR) TOPOGRAPHIC MAP Quadrangle(s): Loveland, Masonville, Windsor Source: USGS, 07123/2013 US 34 PEL Map 1 of 3 Glade Rd Loveland, Colorado 80538 o' 3010) 150) N 6 5i e) SCALE. 1- - 3l'9U' GePSeariCh www.geo-search.ccm • phone: 866.395-0042 - fax: 512-472.9967 TOPOGRAPHIC MAP . ts_war s Ark 1 _ 1 r-1 I - [-trill' 5—y PITT t 11.i. ,. tF5 col mai .- C a Migfi.Lit 1 — r 61 I I 9 1. t V J if.I err 13 y+. b 5 arern } t.? ; a Al :NTS Kin an. WVELAND r Pt, 15 a 0*-; fi n I n. — I. SS 30,116 M 3I J �1.r�p•� �o 1 J +aatll Z .1 tI 1• 11. a. I It Tilt ft 1' !A 6 f or L• it, I Y Ird-.I • it- ^..e Target Property (TR) Quadrangle(s): Loveland, Masonville, Windsor Source: USG S. 07123/2013 US 34 PEL Map 1 of 3 Glade Rd Loveland, Colorado 80538 0 3011) 150) 5i1) SCA__. 1- - 3030 IGelpSearCh www.geo-search.com • phone: 866.396-0042 - fax: 512-472.9967 JCS n' 1E8574 - 531217 NOTE: Standard environmental records are displayed in bold. Map Database Name Site ID# ID# Distance From Site Site Name Address PAGE 1 1 I 1 1 UST ECHOR08 AIRSAFS APCDP FRSCO 9235 110001389881 826213 069-0188 110001389881 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 7 -ELEVEN #17142 7 -ELEVEN, INC. - NO 17142 7 -ELEVEN, INC. - NO 17142 7 -ELEVEN, INC. - NO 17142 7 -ELEVEN, INC. - NO 17142 2081 W EISENHOWER BLVD, LOVELAND, CO 31 80537 2081 W EISENHOWER, LOVELAND, CO 80537 32 2081 W EISENHOWER BLVD, LOVELAND, CO 33 80537 2081 W EISENHOWER BLVD, LOVELAND, CO 37 80537 2081 W EISENHOWER, LOVELAND, CO 80537 41 2 SPILLS 2 ECHOR08 2 COPS 2 COPS 2 ICISNPDES 2 FRSCO 2013-0516 110064750309 COR03 H237 COR03N781 COR03N781 INP DES 110064750309 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.01 mi. S (53 ft.) VAN DE WATER INLINE RETAIL GOLDEN CORRAL VAN DE WATER INLINE RETAIL VAN DE WATER INLINE RETAIL VAN DE WATER INLINE RETAIL SCULPTOR DRIVE AND US 34, LOVELAND, CO 42 EISENHOWER BLVD AND SCULPTOR DR, LOVELAND, CO 80537 EISENHOWER BLVD & SCULPTOR DR, LOVELAND, CO EISENHOWER BLVD AND SCULPTOR DR, LOVELAND, CO 80537 EISENHOWER BLVD AND SCULPTOR DR, LOVELAND, CO 80537 EISENHOWER BLVD AND SCULPTOR DR, LOVELAND, CO 80537 43 44 45 46 48 3 ECHOR08 3 ICISNPDES 3 FRSCO 110069419873 COR03P737INP DES 110069419873 0.01 mi. S (53 ft.) 0.01 mi. S (53 ft.) 0.01 mi. S (53 ft.) RIDGE AT MARIANA BUTTE RIDGE AT MARIANA BUTTE RIDGE AT MARIANA BUTTE ROSSUM DR AND HWY 34, LOVELAND, CO 80538 ROSSUM DR AND HWY 34, LOVELAND, CO 80538 49 50 ROSSUM DR AND HWY 34, LOVELAND, CO 52 80538 4 FRSCO 4 FRSCO 4 ICIS 4 SPILLS 4 SPILLS 4 SPILLS 4 COPS 4 CDPS 4 COPS 4 ICISNPDES 4 ICISNPDES 110044280541 110024886444 110024886444 2011-0654 C099-579 CO93-396 COR03 F847 COR038558 COR03L946 COR0385581NP DES COR106582INP DES 0.02 mi. SW (106 ft.) 0.01 mi. S (53 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) PETROLEUM TRANSPORT LLC ROADWAY EXPRESS ROADWAY EXPRESS 1-25 US 34 INTERCHANGE THOMPSON RIVER RANCH COOT 1-25 TO GREELEY THOMPSON RIVER RANCH ROADWAY EXPRESS HWY 34 & 1-25, LOVELAND, CO 80539 1-25 AND US HIGHWAY 34, LOVELAND, CO 00000 1-25 AND US HIGHWAY 34, LOVELAND, CO HIGHWAY 34 AND INTERSTATE 25, LOVELAND, CO INTERSTATE 25 AT US 34, LOVELAND, CO 53 54 55 56 57 1-25 & HWY 34, NE CORNER, LOVELAND, CO 58 1-25 & US 34, LOVELAND, CO 59 125 AND US 34, JOHNSTOWN, CO 80534 60 125 AND EISENHOWER BLVD, LOVELAND, CO 61 80537 125 AND US 34, JOHNSTOWN, CO 80534 1-25 AND US HIGHWAY 34, LOVELAND, CO 62 64 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 18 of 439 OOR000225987 HWY 34 & 1-25, LOVELAND, CO 80539 66 4 RCRANGR08 4 FRSCO 110064754813 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) PETROLEUM TRANSPORT LLC THOMPSON RIVER RANCH 125 AND US 34, JOHNSTOWN, CO 80534 68 5 COPS 5 FRSCO COR03K637 110064752548 0.01 mi. W (53 ft.) 0.01 mi. W (53 ft.) BOYD LAKE OUTLET DITCH CROSSING BOYD LAKE N 1ST ADDN BOYD LAKE AVE AND EISENHOWER BLVD, 69 LOVELAND, CO 80534 BOYD LAKE AVE AND CR 9, LOVELAND, CO 70 80538 6 LST 6 ASBESTOS 6 UST 6 AST 6 FRSCO 13156LST 3128218754 5458 13156AST 110025925863 0.01 mi. W (53 ft.) 0.01 mi. SW (53 ft.) 0.01 mi. W (53 ft.) 0.01 mi. W (53 ft.) 0.02 mi. NW (106 ft.) KOCH PROPERTY EARTH SERVICES AND ABATEMENT INC RICHARD KOCH KOCH PROPERTY LINCOLN SCHOOL 303 E EISENHOWER BLVD, LOVELAND, CO 71 80537 1408-1414 N. LINCOLN AVE., LOVELAND, CO 72 303 EISENHOWER BLVD, LOVELAND, CO 80537 73 303 E EISENHOWER BLVD, LOVELAND, CO 74 80537 UNK, LOVELAND, CO 80538 75 7 UST 7 AST 7 LST 11192 11192AST 11192LST 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) AMYS FOOD AND GAS #2 AMYS FOOD AND GAS #2 AMYS FOOD A N D GAS #2 1003 E EISENHOWER BLVD, LOVELAND, CO 76 80537 1003 E EISENHOWER BLVD, LOVELAND, CO 77 80537 1003 E EISENHOWER BLVD, LOVELAND, CO 78 80537 8 AST 8 ASBESTOS 16785AST 663030715 0.02 mi. NW (106 ft.) 0.01 mi. N (53 ft.) GRAND RENTAL STATION GRAND RENTAL STATION 3101 W EISENHOWER, LOVELAND, CO 80538 79 3103 W. EISENHOWER BLVD., LOVELAND, CO 80 9 ASBESTOS 9 ASBESTOS 9 ASBESTOS 9 ASBESTOS 2605363811 2843529441 2959597984 2038170015 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) 0.01 mi. NW (53 ft.) ESA, INC. ESA, INC. ESA, INC. ESA, INC. 2021 W. EISENHOWER BLVD, LOVELAND, CO 81 80538 2021 W. EISENHOWER BLVD, LOVELAND, CO 82 80538 2021 W. EISENHOWER BLVD, LOVELAND, CO 83 80538 2021 W. EISENHOWER BLVD, LOVELAND, CO 84 80538 10 FRSCO 10 LST 10 ASBESTOS 10 UST 10 ECHOR08 10 AIRSAFS 10 RCRANGR08 10 APCDP 110007074897 11151LST 3575896489 11151 110007074897 889 526 COR000005835 069-0141 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.01 mi. SW (53 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) CONOCO LOVELAND QUICK TRIP #6386 RISK REMOVAL, INC. LOVELAND QUICK TRIP #6386 CONOCO CONOCO FORMER BRADY OIL CONOCO 1611 WEST EISENHOWER BOULEVARD, 85 LOVELAND, CO 80537 1611 W EISENHOWER BLVD, LOVELAND, CO 86 80537 703 E. PROSPECT RD., LOVELAND, CO 87 1611 W EISENHOWER BLVD, LOVELAND, CO 88 80537 1611 WEST EISENHOWER BOULEVARD, 89 LOVELAND, CO 80537 1611 W EISENHOWER BLVD, LOVELAND, CO 90 80537 1611 W EISENHOWER BLVD, LOVELAND, CO 94 80538 1611 W EISENHOWER BLVD, LOVELAND, CO 96 80537 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 19 of 439 10 LUSTTRUST 00177-0002933 0.02 m i . NW (106 ft.) LOVELAND QUICK 1611 W EISENHOWER BLVD, LOVELAND, CO 102 TRIP #6386 80537 11 AST 11 UST 6693AST 6872 0.01 mi. N. (53 ft.) 0.01 mi. N (53 ft.) WESTSIDE CONOCO SANDYS #2 5649 W HWY 34, LOVELAND, CO 80538 5649 W HWY 34, LOVELAND, CO 80537 103 104 12 ECHOR08 12 RCRANGR08 12 FRSCO 110002990853 COD983798653 110002990853 0.01 mi. N (53 ft.) 0.01 mi. N (53 ft.) 0.01 mi. N (53 ft.) MJR INVESTMENTS INC MJR INVESTMENTS INC MJR INVESTMENTS INC 5505 W EISENHOWER, LOVELAND, CO 80538 105 5505 W EISENHOWER, LOVELAND, CO 80538 106 5505 W EISENHOWER, LOVELAND, CO 80538 108 13 COPS 13 COPS COR03B335 COR03H925 0.01 mi. SW (53 ft.) 0.01 mi. SW (53 ft.) THOMPSON OVERLOOK WILSON AVE IMPROVEMENTS W EISENHOWER BLVD & WILSON AVE, LOVELAND, CO WILSON AVE & 14 ST, LOVELAND, CO 109 110 14 FRSCO 14 FRSCO 14 LST 14 LST 14 UST 14 UST 14 ECHOR08 14 VCRA 14 RCRAGR08 110020031810 110002994430 6871LST ST 3981LST ST 3981 6871 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 110002994430 0.02 m i . SW (106 ft.) 020809-1 0.02 mi. SW (106 ft.) COR000001941 0.02 mi. SW (106 ft.) N. CO. WATER CONSERV. HQ NORTH COLO WATER CONSERV DIST N ORTHERN COLORADO WATER CONSERVANCY N ORTHERN CO WATER CONSERVATION N ORTHERN CO WATER CONSERVATION N ORTHERN COLORADO WATER CONSERVANCY NORTH COLO WATER CONSERV DIST NORTHERN CO. WATER CONSERV. HO N ORTH COLO WATER CONSERV DIST 1250N WILSON, 2300 W EISENHOWER, 111 LOVELAND, CO 80537 2300 W EISENHOWER BLVD, LOVELAND, CO 112 80537 1250 N WILSON AVE, LOVELAND, CO 80537 113 2300 W EISENHOWER BLVD, LOVELAND, CO 114 80537 2300 W EISENHOWER BLVD, LOVELAND, CO 115 80537 1250 N WILSON AVE, LOVELAND, CO 80537 116 2300 W EISENHOWER BLVD, LOVELAND, CO 117 80537 1250N WILSON, 2300 W EISENHOWER, LOVELAND, CO 80537 118 2300 W EISENHOWER BLVD, LOVELAND, CO 119 80537 15 RCRAGR08 15 FRSCO 15 FRSCO 15 ECHOR08 15 ECHOR08 15 RCRAGR08 COR000222885 110041657962 110002995778 110041657962 110002995778 COR000004267 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) EDS AUTO PAINT AND SUPPLY INC EDS AUTO PAINT AND SUPPLY INC CARQUEST AUTO PARTS EDS AUTO PAINT AND SUPPLY INC CARQUEST AUTO PARTS CARQUEST AUTO PARTS 1410 N JEFFERSON AVE, LOVELAND, CO 80538 121 1410 N JEFFERSON AVE, LOVELAND, CO 80538 123 1410 N LINCOLN AVE, LOVELAND, CO 80538 124 1410 N JEFFERSON AVE, LOVELAND, CO 80538 125 1410 N LINCOLN AVE, LOVELAND, CO 80538 126 1410 N LINCOLN AVE, LOVELAND, CO 80538 127 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 20 of 439 Located Sites Summary 16 FRSCO 16 CLEANERS 16 ECHOR08 16 AIRSAFS 16 APCDP 16 RCRAGR08 110017687190 0.02 mi. NW (106 ft.) 069-0389CL 0.02 mi. NW (106 ft.) 110017687190 0.02 m i . NW (106 ft.) 1021352 069-0389 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) COD983796186 0.02 mi. NW (106 ft.) WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE DRY CLEANERS AND LAUNDRY 2669 W EISENHOWER BLVD, LOVELAND, CO 129 80537 2669 W EISENHOWER BLVD, LOVELAND, CO 130 80537 2669 W EISENHOWER BLVD, LOVELAND, CO 131 80537 2669 W EISENHOWER BLVD, LOVELAND, CO 132 80537 2669 W EISENHOWER BLVD, LOVELAND, CO 139 80537 2669 W EISENHOWER BLVD, LOVELAND, CO 143 80537 17 FRSCO 17 FRSCO 17 17 17 17 17 17 FRSCO UST ECHOR08 ECHOR08 ECHOR08 HWSG 17 RCRANGR08 17 RCRANGR08 17 SWF 17 RCRAGR08 110002987091 110002965471 110008298706 7190 110002965471 110002987091 110008298706 COD032115206 COD983778903 COD059561472 897WTR COD032115206 0.02 m i . NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) GALLENSTEIN & ASSOCIATES INC HERITAGE FORD LINCOLN MERCURY INC POFFS AUTO BODY SHOP CANYON FORD SALES HERITAGE FORD LINCOLN MERCURY INC GALLENSTEIN & ASSOCIATES INC POFFS AUTO BODY SHOP HERITAGE FORD LINCOLN MERCURY INC GALLENSTEIN & ASSOCIATES INC POFFS AUTO BODY SHOP HERITAGE FORD LINCOLN INC. HERITAGE FORD LINCOLN MERCURY INC 999 E EISENHOWER BLVD #B, LOVELAND, CO 145 80537 999 E EISENHOWER, LOVELAND, CO 80537 146 999-1/2 E EISENHOWER BLVD, LOVELAND, CO 147 80537 999 E EISENHOWER, LOVELAND, CO 80537 148 999 E EISENHOWER, LOVELAND, CO 80537 149 999 E EISENHOWER BLVD #B, LOVELAND, CO 150 80537 999-1/2 E EISENHOWER BLVD, LOVELAND, CO 151 80537 999 E EISENHOWER, LOVELAND, CO 80537 152 999 E EISENHOWER BLVD #8, LOVELAND, CO 153 80537 999-1/2 E EISENHOWER BLVD, LOVELAND, 155 CO 80 537 999 EAST EISENHOWER BLV, LOVELAND, CO 157 80537 999 E EISENHOWER, LOVELAND, CO 80537 158 18 FRSCO 18 ECHOR08 18 RCRAC 110002990390 0.02 m i . NW (106 ft.) 110002990390 0.02 m i . NW (106 ft.) COD139500680 0.02 mi. NW (106 ft.) WESTLAKE DRY CLEANING AND LAUNDROMAT WESTLAKE DRY CLEANING AND LAUNDROMAT WESTLAKE CLEANERS & LAUNDROMAT 1617 WEST EISENHOWER BOULEVARD, LOVELAND, CO 8O537 1617 WEST EISENHOWER BOULEVARD, LOVELAND, CO 80537 161 162 1617 W EISENHOWER, LOVELAND, CO 80537 163 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 21 of 439 18 HWSCA COD139500680 0.02 mi. NW (106 ft.) 18 AIRSAFS 18 RCRANGR08 18 BF 886488 0.02 mi. NW (106 ft.) COD139500680 0.02 mi. NW (106 ft.) 11129 0.02 mi. NW (106 ft.) WESTLAKE CLEANERS & LAUNDROMAT WESTLAKE DRY CLEANING & LAUNDROMAT WESTLAKE CLEANERS & LAUNDROMAT WESTLAKE DRY CLEANERS 1617 WEST EISENHOWER, LOVELAND, CO 166 80537 1617 W EISENHOWER BLVD, LOVELAND, CO 167 80537 1617 W EISENHOWER, LOVELAND, CO 80537 174 1617 WEST EISENHOWER BOULEVARD, 177 LOVELAND, CO 82007 19 ICIS 19 LST 19 DOCKETS 19 UST 19 ECHOR08 19 FRSCO 110010725304 1307LST 08-1997-0134 1307 110010725304 110010725304 0.02 mi. NW (106 ft.) 0.02 mi. NW (1 06 ft.) 0.02 m i . NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) CANYON COLLECTIBLES ARVIDSON PROPERTY CANYON COLLECTIBLES ARVIDSON PROPERTY CANYON COLLECTIBLES CANYON COLLECTIBLES 5641 W US HWY 34, LOVELAND, CO 80537 178 5641 EISENHOWER, LOVELAND, CO 80538 179 5641 W US HWY 34, LOVELAND, CO 80537 180 5641 HWY 34W, LOVELAND, CO 80537 181 5641 W US HWY 34, LOVELAND, CO 80537 182 5641 W US HWY 34, LOVELAND, CO 80537 183 20 FRSCO 110013319970 0.02 mi. S (106 ft.) FIRST CHOICE REALTORS 1402 EISENHOWER BLVD, LOVELAND, CO 80537 184 21 ICIS 21 LST 21 DOCKETS 21 UST 21 SPILLS 21 ECHOR08 21 HWSG 21 RCRANGR08 21 SWF 21 FRSCO 110002966513 7181 LST 08-1997-0133 7181 2014-0319 110002966513 COD050716463 COD050716463 228WTR 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 0.02 mi. N (106 ft.) 110002966513 0.02 m i . N (106 ft.) WEST SHORE TEXACO PROFESSIONAL CAR CARE WEST SHORE TEXACO PROFESSIONAL CAR CARE WEST SHORE TEXACO WEST SHORE TEXACO WEST SHORE AUTOMOTIVE CENEX WEST SHORE AUTOMOTIVE CENEX LLC WEST SHORE TEXACO 1201 WEST EISENHOWER BLVD, LOVELAND, 185 CO 80538 1201 W EISENHOWER, LOVELAND, CO 80537 186 1201 WEST EISENHOWER BLVD, LOVELAND, 187 CO 80538 1201 W EISENHOWER, LOVELAND, CO 80537 188 1201 W EISENHOWER BLVD, LOVELAND, CO 189 80538 1201 WEST EISENHOWER BLVD, LOVELAND, 190 CO 80537 1201 WEST EISENHOWER BLVD, LOVELAND, 191 CO 80538 1201 W EISENHOWER BLVD, LOVELAND, CO 192 80538 1201 W EISENHOWER BLVD., LOVELAND, CO 194 80537 1201 WEST EISENHOWER BLVD, LOVELAND, 195 CO 80537 22 LST 22 UST 22 ECHOR08 11329LST 11329 110001720558 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 m i . NW (106 ft.) LOVELAND U -PUMP - IT #810 LOVELAND U -PUMP - IT #810 PEERLESS TYRE CO #810 / EISENHOWER COOP 1125 E EISENHOWER BLVD, LOVELAND, CO 196 80537 1125 E EISENHOWER BLVD, LOVELAND, CO 197 80537 1125 E EISENHOWER, LOVELAND, CO 80537 198 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 22 of 439 Located Sites Summary 22 AIRSAFS 22 AST 22 APCDP 22 FRSCO 861766 17299AST 069-0201 0.02 mi. NW (106 ft.) 0.03 mi. NW (158 ft.) 0.02 mi. NW (106 ft.) 110001720558 0.02 mi. NW (106 ft.) PEERLESS TYRE CO #810 / EISENHOWER COOP SILVERLAKE RENTAL & SALES PEERLESS TYRE CO #8101 EISENHOWER COOP PEERLESS TYRE CO #8101 EISENHOWER COOP 1125 E EISENHOWER BLVD, LOVELAND, CO 199 80538 1121 E EISENHOWER, LOVELAND, CO 80537 203 1125 E EISENHOWER BLVD, LOVELAND, CO 204 80538 1125 E EISENHOWER, LOVELAND, CO 80537 211 23 LST 23 UST 23 ECHOR08 23 AIRSAFS 23 APCDP 23 FRSCO 9232LST 9232 110002396032 825661 069-0187 110002396032 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 m i . NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 0.02 mi. NW (106 ft.) 7 -ELEVEN #16712 7 -ELEVEN #16712 7 -ELEVEN, INC. - NO 16712 7 -ELEVEN, INC. - NO 16712 7 -ELEVEN, INC. - NO 16712 7 -ELEVEN, INC. - NO 16712 1245 E EISENHOWER BLVD, LOVELAND, CO 212 80537 1245 E EISENHOWER BLVD, LOVELAND, CO 213 80537 1245 EISENHOWER, LOVELAND, CO 80537 214 1245 E EISENHOWER BLVD, LOVELAND, CO 215 80538 1245 E EISENHOWER BLVD, LOVELAND, CO 219 80538 1245 EISENHOWER, LOVELAND, CO 80537 223 24 FRSCO 24 FRSCO 24 FRSCO 24 LST 24 UST 24 SPILLS 24 ECHOR08 24 ECHOR08 24 AIRSAFS 24 RCRANGR08 24 FRSCO 110009556934 110038647550 110043718661 9188LST 9188 2005-060 110009556934 110038647550 867942 OO0000247692 110002435320 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) TOTAL STATION #2743 7 -ELEVEN # 34316 2534 GAS & CONVENIENCE 7 -ELEVEN #34316 7 -ELEVEN #34316 TOTAL STATION #2743 7 -ELEVEN # 34316 7 -ELEVEN # 34316 TOTAL STATION #2743 TOTAL PETROLEUM INC 4133 6150 E HWY 34, LOVELAND, CO 80537 224 6150 E US HIGHWAY 34, LOVELAND, CO 80537 225 6150 E. U.S. HIGHWAY 34, JOHNSTOWN, CO 226 80534 6150 E HWY 34, LOVELAND, CO 80537 6150 E HWY 34, LOVELAND, CO 80537 6150 E. HWY 34 -DIAMOND SHAMROCK, LOVELAND, CO 6150 E HWY 34, LOVELAND, CO 80537 227 228 229 230 6150 E US HIGHWAY 34, LOVELAND, CO 80537 231 6150 E US HIGHWAY 34, LOVELAND, CO 80537 232 6150 E HWY 34, LOVELAND, CO 80537 236 6150 EAST US HIGHWAY 34, LOVELAND, CO 238 80537 25 FRSCO 110005998493 0.02 mi. SW (106 ft.) D H DESIGNS 8468 E US HWY 34, LOVELAND, CO 80537 239 26 HM IRSR08 26 HM IRSR08 26 HM IRSR08 1-2005030743 1-2006100934 1-2003081258 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 8906 EAST U S HIGHWAY 34, LOVELAND, CO 240 80537 8906 EAST HIGHWAY 34, LOVELAND, CO 80537 241 8906 E US HWY 34, LOVELAND, CO 242 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 23 of 439 Located Sites Summary 26 26 26 26 26 26 26 26 26 HMIRSR08 HMIRSR08 HMIRSR08 HMIRSR08 LST UST SPILLS SPILLS HMIRSR08 1-200410O384 I-2007030649 1-2005091195 1-2009080196 8309LST 8309 2004-738 2005-729 1-2004091045 0.02 mi. S (106 ft.) 0.02 m i . S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) 0.02 mi. S (106 ft.) TRANS -WESTERN EXPRESS LTD TRANS -WESTERN EXPRESS LTD 8906 E US HIGHWAY 34, LOVELAND, CO 8906 E. U.S. HIGHWAY 34, LOVELAND, CO 80537 243 244 8906 E U S HIGHWAY 34, LOVELAND, CO 80537 245 8906 E HWY 34, LOVELAND, CO 80537 8906 E HWY 34, LOVELAND, CO 80537 8906 E US HWY 34, LOVELAND, CO 80537 8906 US HWY 34, LOVELAND, CO 8906 E US HWY 34, LOVELAND, CO 8906 US HIGHWAY 34, LOVELAND, CO 246 247 248 249 250 251 27 LST 19982LST 0.02 mi. N (106 ft.) FORMER MEINEKE CAR CARE 1539 W. EISENHOWER BLVD., LOVELAND, CO 252 80537 28 UST 28 HWSG 28 RCRANGR08 28 VCRA 28 VCRA 28 LST 17364 COD088350210 COD088350210 160404-1 121121-1 17364LST 0.02 mi. NW (106 ft.) 0.04 mi. NW (211 ft.) 0.04 mi. NW (211 ft.) 0.04 mi. NW (211 ft.) 0.04 mi. NW (211 ft.) 0.02 mi. NW (106 ft.) FORGIVEN LLC CARRIAGE CLEANERS CARRIAGE CLEANERS CHILL COLORADO CREAMERY 1435 CLEVELAND AVE FORGIVEN LLC 1421 N CLEVELAND AVE, LOVELAND, CO 80538 253 1435 NORTH CLEVELAND, LOVELAND, CO 254 80538 1435 N CLEVELAND, LOVELAND, CO 80538 255 1435 N. CLEAVLAND AVE., LOVELAND, CO 257 80538 1435 CLEVELAND AVE, LOVELAND, CO 80538 258 1421 N CLEVELAND AVE, LOVELAND, CO 80538 259 29 CDPS COR03M118 0.02 mi. NW (106 ft.) MJP SELF STORAGE 4321 W EISHENHOWER BLVD, LOVELAND, CO 260 80537 30 UST 30 CDPS 30 LST 31 CDPS 31 CDPS 5719 COR03G423 5719LST 0.03 mi. SW (158 ft.) 0.02 mi. SW (106 ft.) 0.03 mi. SW (158 ft.) BROWNS CORNER SERVICE STATE HWY 34 & MADISON INTERSECTION IMPROVEMENTS BROWNS CORNER SERVICE 1300 E EISENHOWER BLVD, LOVELAND, CO 261 80537 STATE HWY 34 & MADISON AVE, LOVELAND, 262 CO 1300 E EISENHOWER, LOVELAND, CO 80537 263 COR031594 COR031208 0.02 mi. SW (106 ft.) 0.02 mi. SW (106 ft.) FIRESTONE - LOVELAND, CO (EISENHOWER BLVD.) FIRESTONE - LOVELAND EISENHOWER BLVD & MOUNTAIN LION DR, 264 LOVELAND, CO US 34 & MOUNTAIN LION DR, LOVELAND, CO 265 32 CDPS COR03G295 0.02 mi. NW (106 ft.) KELIM SUBSTATION IMPROVEMENTS CR 3 & HWY 34, JOHNSTOWN, CO 266 33 AST 15733AST 0.02 mi. SW (106 ft.) MIRASTAR EISENHOWER BLVD & DENVER AVE, LOVELAND, CO 80537 267 34 LST 15514LST 0.03 mi. SW (158 ft.) SAM'S CLUB#8147 1200 E EISENHOWER BLVD, LOVELAND, CO 268 80537 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 24 of 439 Located Sites Summary 34 UST 15514 34 SWF 816WTR 34 RCRAGR08 COR000005488 0.03 mi. SW (158 ft.) 0.03 mi. SW (158 ft.) 0.03 mi. SW (158 ft.) SAM'S CLUB #8147 WAL-MART STORES, INC. SAM'S CLUB #8147 1200 E EISENHOWER BLVD, LOVELAND, CO 269 80537 1200 EAST EISENHOW, LOVELAND, CO 80537 270 1200 E EISENHOWER BLVD, LOVELAND, CO 271 80537 35 AST 35 LST 13040A ST 13040LST 0.03 mi. SW (158 ft.) 0.03 mi. SW (158 ft.) CENTENNIAL MORTGAGE CENTENNIAL MORTGAGE 1888 W EISENHOWER, LOVELAND, CO 80537 276 1888 W EISENHOWER, LOVELAND, CO 80537 277 36 AST 36 LST 11957AST 11957LST 0.03 mi. NW (158 ft.) 0.03 mi. NW (158 ft.) HOME STATE BANK HOME STATE BANK GLADE RD & HWY 34, LOVELAND, CO 80537 278 1720 GLADE ROAD, LOVELAND, CO 80537 279 37 UST 37 LST 3426 3426LST 0.03 mi. NW (158 ft.) 0.03 mi. NW (158 ft.) WESTERN CONVENIENCE STORE #119 WESTERN CONVENIENCE STORE #119 1331 W EISENHOWER BLVD, LOVELAND, CO 280 80537 1331 W EISENHOWER BLVD, LOVELAND, CO 281 80537 38 UST 38 LST 2471 2471LST ST 0.03 mi. NW (158 ft.) 0.03 mi. NW (158 ft.) SCHRADER COUNTRY STORE #140 SCHRADER COUNTRY STORE #140 1301 E EISENHOWER BLVD, LOVELAND, CO 282 80537 1301 E EISENHOWER BLVD, LOVELAND, CO 283 80537 39 UST 39 LST 7178 7178LST 0.03 mi. NW (158 ft.) 0.03 mi. NW (158 ft.) 7 -ELEVEN #39082 7 -ELEVEN #39082 1509 E EISENHOWER, LOVELAND, CO 80537 284 1509 E EISENHOWER, LOVELAND, CO 80537 285 40 UST 6310 0.03 mi. SW (158 ft.) JIFFY LUBE 1644 W EISENHOWER BLVD, LOVELAND, CO 286 80537 41 UST 10179 0.03 mi. SW (158 ft.) KRAMBO CORP 1510 W EISENHOWER BLVD, LOVELAND, CO 287 80537 42 HWSG COD983785379 0.03 mi. SW (158 ft.) GOLDEN TJOUCH CLEANERS 1430 WEST EISENHOWER, LOVELAND, CO 288 80537 43 VCRA 020103-1 0.03 mi. SW (158 ft.) WATERFORD PLACE APARTMENTS NE OF HWY 287 & 14 ST, LOVELAND, CO 289 44 AST 17329AST 0.03 mi. SW (158 ft.) MILES PROPANE 1930 14TH ST, LOVELAND, CO 80537 290 45 RCRAGR08 COD983777319 0.03 mi. S (158 ft.) FERGUSON HIGH SCHOOL. 804 E EISENHOWER BLVD, LOVELAND, CO 291 80537 46 AST 46 AST 46 AST 46 LST 6917AST 12797AST 12753AST 12753LST 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) UNKNOWN LAKE LOVELAND INVESTMENT LAKE LOVELAND INVESTMENTS LTD LAKE LOVELAND INVESTMENTS LTD 790 W EISENHOWER, LOVELAND, CO 80537 293 790-768 W EISENHOWER BLVD, LOVELAND, 294 CO 80537 766 - 790 W EISENHOWER BLVD, LOVELAND, 295 CO 80538 766 - 790 W EISENHOWER BLVD, LOVELAND, 296 CO 80538 47 UST 47 AST 312 312AST 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) LOVELAND SINCLAIR LOVELAND SINCLAIR 2004 W EISENHOWER, LOVELAND, CO 80537 297 2004 W EISENHOWER, LOVELAND, CO 80537 298 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 25 of 439 312LST 47 LST 0.04 mi. SW LOVELAND SINCLAIR 2004 W EISENHOWER, LOVELAND, CO 80537 299 (211 ft.) 48 UST 48 AST 48 LST 2494 2494A51 2494LST 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) BROADMOOR HEIGHTS CAR CARE CENTER BROADMOOR HEIGHTS CAR CARE CENTER BROADMOOR HEIGHTS CAR CARE CENTER 2106 W EISENHOWER BLVD, LOVELAND, CO 300 80537 2106 W EISENHOWER BLVD, LOVELAND, CO 301 80537 2106 W EISENHOWER BLVD, LOVELAND, CO 302 80537 49 UST 49 LST 3073 3073LST 0.04 mi. SW (211 ft.) 0.04 mi. SW (211 ft.) CST METRO LLC DBA CORNER STORE #645 CST METRO LLC DBA CORNER STORE #645 2500 W EISENHOWER BLVD, LOVELAND, CO 303 80537 2500 W EISENHOWER, LOVELAND, CO 80537 304 50 SWF 742WTR 0.04 mi. S DISCOUNT TIRE (211 ft.) 994 E EISENHOWER BL, LOVELAND, CO 80537 305 51 AST 18880AST 0.04 mi. S (211 ft.) JAX FARM & RANCH 950 E EISENHOWER BLVD, LOVELAND, CO 306 80537 52 RCRAGR08 COR000220921 0.04 mi. S (211 ft.) ABRA AUTO BODY AND GLASS - LOVELAND 1805 TOPAZ DR, LOVELAND, CO 80537 307 53 UST 53 LST 16215 16215LST 0.05 mi. SW (264 ft.) 0.05 mi. SW (264 ft.) 502 E EISENHOWER BLVD 502 E EISENHOWER BLVD 502 E EISENHOWER BLVD, LOVELAND, CO 310 80537 502 E EISENHOWER BLVD, LOVELAND, CO 311 80537 54 UST 54 LST 19309 19309LST 0.05 mi. SW (264 ft.) 0.05 mi. SW (264 ft.) KUM & GO #995 KUM & GO#995 1600 E EISENHOWER BLVD, LOVELAND, CO 312 80537 1600 E EISENHOWER BLVD, LOVELAND, CO 313 80537 55 UST 55 LST 10733 10733LST 0.05 mi. SW (264 ft.) 0.05 mi. SW (264 ft.) MARINA N ORTH STERLING MARINA N ORTH STERLING 1424 E EISENHOWER BLVD, LOVELAND, CO 314 80537 1424 E EISENHOWER BLVD, LOVELAND, CO 315 80537 56 UST 56 LST 4289 4289LST 0.05 mi. SW (264 ft.) 0.05 mi. SW (264 ft.) LOVELAND COUNTRY STORE LOVELAND COUNTRY STORE 5518 US HWY 34 E, LOVELAND, CO 80537 5518 US HWY 34 E, LOVELAND, CO 80537 316 317 57 UST 57 LST 15067 15067LST 0.05 mi. S (264 ft.) 0.05 mi. S (264 ft.) CITY OF LOVELAND WATER LINE EASEMENT CITY OF LOVELAND WATER LINE EASEMENT 4012 W EISENHOWER AVE, LOVELAND, CO 318 80537 4012 W EISENHOWER AVE, LOVELAND, CO 319 80537 58 UST 19044 0.05 mi. S (264 ft.) THOMPSON RANCH CONVENIENCE LLC 4810 LARIMER PKWY, JOHNSTOWN, CO 80534 320 59 RC RA N G RO8 COD 000694844 0.05 mi. SW S HERWIN-WILLIAMS (264 ft.) CO 1710 W EISENHOWER BLVD, LOVELAND, CO 321 80537 60 AST 16723AST 0.05 mi. SW MOUNTAIN VISTA RV 1550 E HWY 34, LOVELAND, CO 80537 (264 ft.) 323 61 AST 16590AST 0.06 mi. S (317 ft.) CDOT RIGHT OF WAY 430 EISENHOWER BLVD, LOVELAND, CO 80537 324 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 26 of 439 Located Sites Summary 61 LST 16590LST 0.06 mi. S (317 ft.) CDOT RIGHT OF WAY 430 EISENHOWER BLVD, LOVELAND, CO 80537 325 62 SWF 1701WTR 0.06 mi. SW (317 ft.) BRIDGESTONE RETAIL OPERATIONS, L 1383 SCULPTOR DRIVE, LOVELAND, CO 80537 326 63 RCRAGR08 COD983790676 0.06 mi. S (317 ft.) RON GROB COMPANY 8466 E US HWY 34, JOHNSTOWN, CO 80534 327 64 RCRAGR08 CO R000232421 0.07 mi. N (370 ft.) ALBERTSONS 804 1451 W EISENHOWER BLVD, LOVELAND, CO 329 80538 65 RCRAGR08 CO 8000231720 0.07 m i . S (370 ft.) 65 RCRAGR08 CO 8000231563 0.07 m i . S (370 ft.) NORTHERN COLORADO REHAILITATION HOSPITAL ADVANCED CARE HOSPITAL OF NORTHERN COLORADO 4401 UNION ST, JOHNSTOWN, CO 80534 4401A UNION ST, JOHNSTOWN, CO 80534 331 333 66 LST 66 UST 66 AST 66 AST 66 RCRAGR08 5762LST 5762 11984AST 12555AST COD983795048 0.07 mi. N (370 ft.) 0.07 mi. N (370 ft.) 0.07 mi. N (370 ft.) 0.07 mi. N (370 ft.) 0.07 mi. N (370 ft.) KMART CORP KMART CORP K MART #7329 KMART #7329 KMART #7329 2665 W EISENHOWER, LOVELAND, CO 80537 335 2665 W EISENHOWER, LOVELAND, CO 80537 336 2665 W EISENHOWER, LOVELAND, CO 80537 337 2665 W EISENHOWER, LOVELAND, CO 80537 338 2665 W EISENHOWER, LOVELAND, CO 80537 339 67 UST 8142 0.07 mi. NE (370 ft.) OLSEN'S CAFE 1920 GLADE RD, LOVELAND, CO 80537 341 68 RCRAGR08 CO R000234443 0.08 m i . N (422 ft.) SAFEWAY STORE #914 2321 W EISENHOWER, LOVELAND, CO 80537 342 69 BF 164362 0.09 mi. N (475 ft.) LOVELAND METH HOME 1533 N. MONROE AVE., LOVELAND, CO 80538 345 70 AST 70 LST 13458AST 13458LST 0.09 mi. S (475 ft.) 0.09 mi. S (475 ft.) LOVELAND HOUSING AUTHORITY LOVELAND HOUSING AUTHORITY 1059 N COLORADO BLVD, LOVELAND, CO 80537 1059 N COLORADO BLVD, LOVELAND, CO 80537 346 347 71 MSHA 71 UST 0501004 8190 0.09 mi. S (475 ft.) 0.09 mi. S (475 ft.) LOVELAND READY - MIX CONCRETE INC SAND AND EAGLE CONSTRUCTION CO 1811 W 12TH, LOVELAND, CO 80537 1811 W 12TH ST, LOVELAND, CO 80537 348 350 72 RCRANGR08 CO D000651646 0.09 m i . SW (475 ft.) WELD COUNTY JOHNSTOWN SHOP E 2ND ST, JOHNSTOWN, CO 80534 351 73 RCRAGR08 CO R000224501 0.09 mi. N (475 ft.) LOVELAND DENTAL GROUP 1569 FALL RIVER DR STE 193, LOVELAND: CO 353 80538 74 RCRANGR08 COD982581506 0.1 mi. SW (528 ft.) STAN'S AUTO SERVICE INC 1336 MONROE, LOVELAND, CO 80537 355 75 AST 17035AST 0.11 mi. N (581 ft.) LOVELAND RV RESORT 4421 E EISENHOWER BLVD, LOVELAND, CO 357 80537 76 UST 7237 0.12 mi. S (634 ft.) CITY OF LOVELAND ABANDONED TANK 1050 N COLORADO AVE, LOVELAND, CO 80538 358 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 27 of 439 1521 W 12TH ST, LOVELAND, CO 80538 77 RCRAGR08 COD983796236 0.12 mi. S (634 ft.) LOVELAND HOUSING AUTHORITY 359 78 VCRA 78 VCRA 78 VCRA 970718-1 011129-1 001006-1 0.13 mi. S (686 ft.) 0.13 mi. S (686 ft.) 0.13 mi. S (686 ft.) GREAT WESTERN LIME PIT I GREAT WESTERN LIME PIT III GREAT WESTERN LIME PIT II N ICKEL & MADISON, LOVELAND, CO 80537 361 N ICKEL & MADISON, LOVELAND, CO 81537 362 N ICKEL & MADISON, LOVELAND, CO 80537 363 79 AST 18592AST 0.13 mi. S (686 ft.) LOW ES #2568 1355 SCULPTOR DR, LOVELAND, CO 80537 364 80 MRDS 10215102 0.13 mi. N (686 ft.) WILD'S LARIMER COUNTY, LOVELAND, CO 80538 365 81 LST 11775LST 81 AST 11775A5T 81 LUSTTRUST 00177-0003805 0.16 mi. S (845 ft.) 0.16 mi. S (845 ft.) 0.16 mi. S (845 ft.) ARM PETROLEUM CO 1100 BROADMOOR, LOVELAND, CO 80537 366 ARM PETROLEUM CO 1100 BROADMOOR, LOVELAND, CO 80537 367 ARM PETROLEUM CO 1100 BROADMOOR; LOVELAND, CO 80537 368 82 AST 82 SWF 17647A ST 349WTR 0.16 mi. S (845 ft.) 0.16 mi. S (845 ft.) WALMART #953 1325 N DENVER AVE, LOVELAND, CO 80537 369 WAL-MART STORES, 1325 NORTH DENVER Al LOVELAND, CO 80537 370 INC. 83 AST 18606AST 0.17 mi. S (898 ft.) GERRARD EXCAVATING 27486 WCR 13, LOVELAND, CO 8O537 371 84 UST 1277 0.18 mi. S (950 ft.) MC WEBB INC 1209 GOROM AVE, LOVELAND, CO 80537 372 85 SWF 85 AST 85 LST 663WTR 13753AST 13753LST 0.18 mi. S (950 ft.) 0.18 mi. S (950 ft.) 0.18 mi. S (950 ft.) T&T OK TIRE INC TAND T OK TIRE T AND T OK TIRE 1203 N LINCOLN AVE, LOVELAND, CO 80537 373 1203 N LINCOLN AVE, LOVELAND, CO 80537 374 1203 N LINCOLN AVE, LOVELAND, CO 80537 375 86 MSHA 0500989 0.19 mi. S (1003 ft.) HAAGS SAND & GRAVEL 1810 WEST 11TH ST, LOVELAND, CO 80537 376 87 AST 16932AST 0.21 mi. W (1109 ft.) RIVERVIEW RV PARK & CAMPGROUND 7806 W HWY 34, LOVELAND, CO 80537 377 88 UST 88 LST 5416 5416LST 0.22 mi. S (1162 ft.) 0.22 mi. S (1162 ft.) HOUSTON MARKLEY HOUSTON MARKLEY 1141 N LINCOLN, LOVELAND, CO 80537 378 1141 N LINCOLN AVE, LOVELAND, CO 80537 379 89 UST 89 LST 9323 9323LST 0.22 mi. N (1162 ft.) 0.25 mi. N (1320 ft.) BOYD LAKE WATER TREATMENT PLANT BOYD LAKE WATER TREATMENT PLANT 3119 E EISENHOWER BLVD, LOVELAND, CO 380 80537 3119 EISENHOWER BLVD, LOVELAND, CO 80537 381 90 VCRA 050214-1 0.22 mi. N (1162 ft.) HIGH PLAINS VILLAGE 1935 HALFMOON CIRCLE, LOVELAND, CO 80538 382 91 MRDS 10016718 0.22 mi. S (1162 ft.) UNKNOWN LARIMER COUNTY, LOVELAND, CO 80537 383 92 MSHA 0504929 0.23 mi. S (1214 ft.) OWL WESTERN 4775 LARIMER PKWY, SUITE 200, GRAVEL & DISPOSAL JOHNSTOWN, CO 80534 384 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 28 of 439 19532AST 93 AST 0.24 mi. S (1267 ft.) THOMPSON SCHOOL 2500 EAST 13TH ST, LOVELAND, CO 80537 386 DISTRICT TRANSPORTATION CENTER 94 UST 94 LST 7245 7245LST 0.25 mi. N (1320 ft.) 0.25 mi. N (1320 ft.) CEMETERY LOVELAND BURIAL PARK CEMETERY 1706 N CLEVELAND AVE, LOVELAND, CO 80537 387 1706 N CLEVELAND, LOVELAND, CO 80537 388 95 MRDS 10108149 0.25 mi. NE (1320 ft.) UNKNOWN LA►RIMER COUNTY, LOVELAND, CO 80538 389 96 SWF 1462748598RE 0.29 mi. S C (1531 ft.) WASTE -NOT RECYCLING 1065 POPLAR ST, LOVELAND, CO 80534 390 97 LST 12932LST 0.29 mi. S (1531 ft.) CONTINENTAL MANUFACTURING 999 N VAN BUREN AVE, LOVELAND, CO 80537 391 98 RCRAC 98 HWSCA 98 SEMSARCH COD046294393 COD046294393 COD046294393 0.31 mi. S (1637 ft.) 0.31 mi. S (1637 ft.) 0.31 mi. S (1637 ft.) COLORADO CRYSTAL CORP COLORADO CRYSTAL CORP LOVELAND PCE 2303 W 8TH ST, LOVELAND, CO 80537 2303 W 8TH, LOVELAND, CO 80537 392 399 2303 WEST EIGHT STREET, LOVELAND, CO 400 80537 99 HISTSWLF 99 HISTSWLF 99 HISTSWLF 99 HISTSWLF 99 HISTSWLF 99 HISTSWLF 99 HISTSWLF 00070-0001672 00070-0001674 00070-0001676 000949 000951 000952 00070-0001675 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) 0.32 mi. S (1690 ft.) GREAT WESTERN SUGAR DENVER, GREAT WESTERN SUGAR DENVER, GREAT WESTERN SUGAR DENVER, GREAT WESTERN SUGAR DENVER, 2 GREAT WESTERN SUGAR DENVER, 1 GREAT WESTERN SUGAR DENVER,12 GREAT WESTERN SUGAR DENVER, UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 UNKNOWN, LOVELAND, CO 80537 401 402 403 404 405 406 407 100 VC RA 981005-1 0.32 mi. S (1690 ft.) BIDWELL PROPERTY 2211 W 8TH, LOVELAND, CO 80537 408 101 LST 101 LUSTTRUST 14053LST 00177-0002527 0.33 mi. S (1742 ft.) 0.33 mi. S (1742 ft.) PRECISION AUTOMOTIVE PRECISION AUTOMOTIVE 1067 DES MOINES AVE, LOVELAND, CO 80537 409 1067 DES MOINES AVE, LOVELAND, CO 80537 410 102 HWSCA 102 NLRRCRAC COR000000083 COR000000083 0.34 mi. S (1795 ft.) 0.34 m i . S (1795 ft.) OMNI TRAX OMNI TRAX 950 TAYLOR AVE, LOVELAND, CO 80537 950 TAYLOR AVE, LOVELAND, CO 80537 411 412 103 LST 103 SEMSARCH 5974LST 0.35 mi. S (1848 ft.) CO5245153411 0.35 mi. S (1848 ft.) EASTERN COLORADO PROJECTS SERVICE BR-LOVELAND 910 VAN BUREN AVE, LOVELAND, CO 80539 414 910 VAN BUREN, LOVELAND, CO 80537 415 104 LST 8374LST 0.38 mi. S (2006 ft.) CONTINENTAL. BAKING CO 931 VAN BUREN AVE, LOVELAND, CO 80537 416 105 LST 3596LST 0.39 mi. S (2059 ft.) PRAXAIR 950 DES MOINES AVE, LOVELAND, CO 80537 417 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 29 of 439 Located Sites Summary 106 LST 13686LST 0.43 m i . N (2270 ft . ) MCKEE MEDICAL CENTER 2000 BOISE AVE, LOVELAND, CO 80538 418 107 SEMSARCH CCN000801631 0.44 mi. SW (2323 ft . ) LOVELAND RESIDENTIAL RELEASE 1236 W. 8TH ST., LOVELAND, CO 80537 419 108 SWF 109 HWSCA 2643WTR 0.49 mi. S (2587 ft.) LOVELAND BARRICADE, LLC 2456 E. 9TH STREET, LOVELAND, CO 80537 420 OO0000346163 0.97 mi. N (5122 ft.) STEVE'S LAUNDRY & DRY CLEANING 266 EAST 29TH, LOVELAND, CO 80538 421 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 30 of 439 Underground Storage Tank Facilities (UST) MAP ID# 1 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION FACILITY ID: 9235 NAME: 7 -ELEVEN #17142 ADDRESS: 2081 W EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=9235 TANK INFORMATION TANK ID: 24418 24419 24420 TANK TYPE: UNDERGROUND STORAGE 1 - UNLEADED TANK REGULAR (RUL) UNDERGROUND STORAGE 2 - UNLEADED MID- 10000 TANK GRADE (MUL) UNDERGROUND STORAGE 3 - UNLEADED 10000 TANK PREMIUM (PUL) OWNER INFORMATION OWNER ID: 5230 NAME: 7 -ELEVEN INC ADDRESS: PO BOX 711 DALLAS, TX 75221 TANK PRODUCT: TANK CAPACITY: TANK STATUS: 10000 OPEN OPEN OPEN INSTALLATION DATE: NOT REPORTED NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 31 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 1 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION UNIQUE ID: 110001389881 REGISTRY ID: 110001389881 NAME: 7 -ELEVEN, INC. - NO 17142 ADDRESS: 2081 W EISENHOWER LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 32 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) MAP ID# 1 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION UNIQUE ID: 826213 PLANT ID: 826213 NAME: 7 -ELEVEN, INC. - NO 17142 ADDRESS: 2081 W EISENHOWER BLVD LOVELAND, CO 80537-3100 CLASSIFICATION: POTENTIAL UNCONTROLLED EMISSIONS <100 TONS/YEAR OPERATION STATUS: OPERATING STATE COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS FACILITY TYPE: PRIVATELY OWNED/OPERATED CURRENT HIGH PRIORITY VIOLATOR: NOT REPORTED SIC DESCRIPTION: GASOLINE SERVICE STATIONS PRIMARILY ENGAGED IN SELLING GASOLINE AND LUBRICATING OILS. ENFORCEMENT ACTIONS DATE ACHIEVED: 05/14/2008 DATE RECORDED: 06104/2008 NATIONAL ACTION TYPE: NOTIFICATION RECEIVED ALL AIR PROGRAM: SIP SOURCE RESULTS OF STACK TEST AND TITLE V: NOT REPORTED POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 AIR PROGRAM AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: BENZENE AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: VOLATILE ORGANIC COMPOUNDS HISTORICAL COMPLIANCE AIR PROGRAM LEVEL AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 33 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1403 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 34 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 35 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 36 of 439 Air Pollution Control Division Permitted Facilities (APCDP) MAP ID# 1 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION S ITE ID: 069-0188 FACILITY NAME: 7 -ELEVEN, INC. - NO 17142 ADDRESS: 2081 W EISENHOWER BLVD LOVELAND, CO 80537-3100 PERMIT NAME: 7 -ELEVEN, INC. - NO 17142 FACILITY CLASSIFICATION: 0 AIR PROGRAM AIR PROGRAM CLASSIFICATION: 'A'=Major, 'B'=Minor, 'SM'=Synthetic Minor, 'ND'=No Major Source Threshold Defined, 'C'=Unknown: 'BLANK'= BLANK FIELD AIR PROGRAM CLASS: MINOR ACID PRECIPITATION: BLANK APEN EXEMPT: BLANK CFC TRACKING: BLANK CONDENSATE STORAGE TANK: BLANK FESOP (NON -TITLE V): BLANK MACT (SEC. 63 NESHAPS): BLANK NESHAP: BLANK NON FEDERALLY REPORTABLE SOURCE: BLANK FEDERAL NSPS: BLANK STATE NSPS: BLANK NSR: BLANK PSD: BLANK SIP SOURCE UNDER FEDERAL JURISDICTION: BLANK S IP SOURCE: B TITLE V PERMITS: BLANK NATIVE AMERICAN: BLANK PLANT AIR PROGRAM: PROPERTY AREA: NOT REPORTED COMPLIANCE MONITORING SYSTEM: NOT REPORTED DATE COMPLIANCE MONITORING SYSTEM: 01/27104 STANDARD INDUSTRIAL DESCRIPTION: AUTOMOTIVE DEALERS AND GASOLINE SERVICE STATIONS - GASOLINE SERVICE STATION SITE CONTACT INFORMATION CONTACT NAME: MARC WESTFALL CONTACT PHONE: (214)415-0146 S ITE DESCRIPTION:CONVENIENCE STORE COMMENTS: NOT REPORTED OWNER INFORMATION OWNER CUSTOMER #: 7510851310 OWNER NAME: 7 -ELEVEN, INC. ADDRESS: PO BOX 711 DALLAS, 48 75221-0711* OWNER MAIL NAME: MICA FEINSTEIN OWNER MAIL PHONE: (972)828-7908 S ITE OWNER DESCRIPTION: GASOLINE (WAS SOUTHLAND) SITE POLLUTANT INFORMATION EFFECTIVE YEAR OF INVENTORY: 2017 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 37 of 439 Air Pollution Control Division Permitted Facilities (APCDP) ESTIMATED EMISSIONS: (TONS PER YEAR): UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): 0.99704 0.99704 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2016 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.99704 0.99704 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS A►IR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HA►ZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.99704 0.99704 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA► TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.01363 0.01363 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 38 of 439 l _ Air Pollution Control Division Permitted Facilities (APCDP) (TONS PER YEAR) 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2006 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.04977 0.04977 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2006 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 4.49361 4.49361 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 STACK EFFECTIVE YEAR OF INVENTORY: 2017 EMISSION DATA SUBMITTED YEAR: 2011 EMISSION RELEASE POINT (STACK): 3 GAS ISTS STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 0.00000 STACK HEIGHT: 0.00000 0.00000 STACK DIAMETER: 0.00000 STACK TYPE DESCRIPTION: FUGITIVE EMISSIONS, NO STACK EXISTS PLUME HEIGHT: 20.00000 EFFECTIVE YEAR OF INVENTORY: 2011 EMISSION DATA SUBMITTED YEAR: 2006 EMISSION RELEASE POINT (STACK): 3 GAS ISTS EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 39 of 439 Air Pollution Control Division Permitted Facilities (APCDP) STACK GAS FLOW RATE: (CUBIC FEET PER MINUTE): 0.00000 STACK HEIGHT: 0.00000 STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): 0.00000 STACK DIAMETER: 0.00000 STACK TYPE DESCRIPTION: FUGITIVE EMISSIONS, NO STACK EXISTS PLUME HEIGHT: 20.00000 STACK POLLUTANT EFFECTIVE YEAR OF INVENTORY: 2017 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.99704 0.99704 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2011 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.01363 0.01363 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 UNIT COMMENT -NO COMMENTS REPORTED 0.00000 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 40 of 439 Facility Registry System (FRSCO) MAP ID# 1 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION REGISTRY ID: 110001389881 NAME: 7 -ELEVEN, INC. - NO 17142 LOCATION ADDRESS: 2081 W EISENHOWER LOVELAND, CO 80537.3100 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: 7 -ELEVEN, INC. - NO 17142 SOUTHLAND CORP PROGRAM'S LISTED FOR THIS FACILITY EIS - EIS AIR - AIR AIRS/AFS - AEROMETRIC INFORMATION RETRIEVAL SYSTEM I AIRS FACILITY SYSTEM STANDARD INDUSTRIAL CLASSIFICATION'S (SIC) 5541 - GASOLINE SERVICE STATIONS 5411 - GROCERY STORES NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAILS) 447110 - GASOLINE STATIONS WITH CONVENIENCE STORES. 447110 - GASOLINE STATIONS WITH CONVENIENCE STORES. 447110 - GASOLINE STATIONS WITH CONVENIENCE STORES. 447110 - GASOLINE STATIONS WITH CONVENIENCE STORES. 447110 - GASOLINE STATIONS WITH CONVENIENCE STORES. Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 41 of 439 Spills Listing (SPILLS) MAP ID# 2 Distance from Property: 0.02 mi. (106 ft.) SW INCIDENT INFORMATION CASE NUMBER: 2013-0516 NRC NUMBER: NOT REPORTED SPILL DATE: 08/09/13 SPILL LOCATION: SCULPTOR DRIVE AND US 34 SPILL CITY/STATE/ZIP: LOVELAND, CO NOT REPORTED SPILL COUNTY: LARIMER RESPONSIBLE PARTY NAME: GERRARD EXCAVATING ADDRESS: 27486 CR 13 LOVELAND, CO 80534 COUNTY: LARIMER CONTACT: BILL NICHOLL PHONE: 970-669-1463 INCIDENT DETAILS SOURCE: OTHER SOURCE TYPE: DESCRIBE SOURCE MEDIUM: WATER WATERWAY: NOT REPORTED CAUSE: FAILURE EQUIPMENT MATERIAL TYPE: OTHER MATERIAL DESCRIPTION: MATERIAL QUANTITY: WATER QUANTITY: NOT REPORTED NOT REPORTED NOT REPORTED CAUSE INFORMATION: THIS COMPANY IS IN THE PROCESS OF INSTALLING A CULVERT AND PIPE IN THE FLOYD LAKE OUTLET DITCH, OWNED BY THE GREELEY-LOVELAND IRRIGATION CANAL. THEY WERE DEWATERING BY PUMPING WATER FROM THE DITCH TO A DETENTION POND, AND THEN BACK TO THE DITCH, THUS ROU ACTION: NOT REPORTED RESPONSE COMMENTS: NOT REPORTED COMMENTS: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 42 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 2 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION UNIQUE I D : 110064750309 REGISTRY ID: 110064750309 NAME: VAN DE WATER INLINE RETAIL ADDRESS: EISENHOWER BLVD AND SCULPTOR DR LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 43 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 2 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03H237 SITE NAME: GOLDEN CORRAL ADDRESS: EISENHOWER BLVD & SCULPTOR DR LOVELAND, CO PERMIT TYPE: STORMWATER R CONSTRUCTION PERM ITTEE: VDW RETAIL LLC PERMIT EFFECTIVE: 1/2512011 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 44 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 2 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03N781 SITE NAME: VAN DE WATER INLINE RETAIL ADDRESS: EISENHOWER BLVD AND SCULPTOR DR LOVELAND, CO 80537 PERMIT TYPE: COR030000-STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PERM ITTEE: COE CONSTRUCTION INC PERMIT EFFECTIVE: 5/20/2015 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 45 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# 2 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION GEOSEARCH ID: COR03N781INPDES NPDES ID: COR03N781 FACILITY #: 110064750309 NAME: VAN DE WATER INLINE RETAIL PHYSICAL ADDRESS: EISENHOWER BLVD AND SCULPTOR DR LOVELAND CO 80537 COUNTY: LARIMER FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION 1542 -NONRESIDENTIAL CONSTRUCTION PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: SOUTH PLATTE RIVER PERMIT NAME: COE CONSTRUCTION I N C AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 5/20/2015 ISSUE DATE: 5/20/2015 ISSUING AGENCY: STA EFFECTIVE DATE: 5/20/2015 EXPIRATION DATE: 6/30/2017 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 6110/2016 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: YES REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20164 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS - INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20163 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS - INSUFFICIENT DATA, OR PERMITEE IS A MINOR Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 46 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 47 of 439 Facility Registry System (FRSCO) MAP ID# 2 Distance from Property: 0.01 mi. (53 ft.) S FACILITY INFORMATION REGISTRY ID: 110064750309 NAME: VAN DE WATER INLINE RETAIL LOCATION ADDRESS: EISENHOWER BLVD AND SCULPTOR DR LOVELAND, CO 80537 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: VAN DE WATER INLINE RETAIL PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 1542 - GENERAL CONTRACTORS -NONRESIDENTIAL BUILDINGS, OTHER THAN INDUSTRIAL BUILDINGS AND WAREHOUSES NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 48 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 3 Distance from Property: 0.01 mi. (53 ft.) S FACILITY INFORMATION UNIQUE ID: 110069419873 REGISTRY ID: 110069419873 NAME: RIDGE AT MARIANA BUTTE ADDRESS: ROSSUM DR AND HWY 34 LOVELAND, CO 80538 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 49 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# 3 Distance from Property: 0.01 mi. (53 ft.) S FACILITY INFORMATION GEOSEARCH ID: COR03P737INPDES NPDES ID: COR03P737 FACILITY #: 110069419873 NAME: RIDGE AT MARIANA BUTTE PHYSICAL ADDRESS: ROSSUM DR AND HWY 34 LOVELAND CO 80538 COUNTY: LARIMER FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION 1521 -SINGLE-FAMILY HOUSING CONSTRUCTION PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: EFFECTIVE WATER BODY: BIG THOMPSON RIVER PERMIT NAME: LC HOME AT MARIANA BUTTE, LLC AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 7/8/2016 ISSUE DATE: 7/8/2016 ISSUING AGENCY: STA EFFECTIVE DATE: 7/8/2016 EXPIRATION DATE: 6/30/2017 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: NOT REPORTED PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE - NO HISTORIC COMPLIANCE REPORTED - SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 50 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 51 of 439 Facility Registry System (FRSCO) MAP ID# 3 Distance from Property: 0.01 mi. (53 ft.) S FACILITY INFORMATION REGISTRY ID: 110069419873 NAME: RIDGE AT MARIANA BUTTE LOCATION ADDRESS: ROSSUM DR AND HWY 34 LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: RIDGE AT MARIANA BUTTE PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 1521 - GENERAL CONTRACTORS -SINGLE-FAMILY HOUSES NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 52 of 439 Facility Registry System (FRSCO) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION REGISTRY ID: 110044280541 NAME: PETROLEUM TRANSPORT LLC LOCATION ADDRESS: HWY 34 &I-25 LOVELAND, CO 80539 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: PETROLEUM TRANSPORT LLC PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 53 of 439 Facility Registry System (FRSCO) MAP ID# 4 Distance from Property: 0.01 mi. (53 ft.) S FACILITY INFORMATION REGISTRY ID: 110024886444 NAME: ROADWAY EXPRESS LOCATION ADDRESS: 1-25 AND US HIGHWAY 34 LOVELAND, CO 00000 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: ROADWAY EXPRESS PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 1629 - HEAVY CONSTRUCTION, NOT ELSEWHERE CLASSIFIED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 54 of 439 Integrated Compliance Information System (formerly DOCKETS) (ICIS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION GEOSEARCH ID: 110024886444 REGISTRY ID: 110024886444 NAME: ROADWAY EXPRESS ADDRESS: 1-25 AND US HIGHWAY 34 LOVELAND CO NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION: NOT REPORTED REGIONAL DOCKETS SC -080520-1 RELATED ACTIVITIES - NO RELATED ACTIVITIES REPORTED VIOLATIONS - NO VIOLATIONS REPORTED CASE IDENTIFIER CASE NUMBER: CO -N00000783 FISCAL YEAR: 2008 CASE NAME: TIC & CENTERRA PROPERTIES WEST (PERMIT COR106582) ADMINISTRATIVE CONSENT ORDER ACTIVITY TYPE: ADMINISTRATIVE - FORMAL ACTIVITY STATUS: FINAL ORDER ISSUED ACTIVITY STATUS DATE: 5120/2008 LEAD: STATE CASE STATUS DATE: 5/2012008 DOJ DOCKET NUMBER: NOT REPORTED ENFORCEMENT OUTCOME: NOT REPORTED MULTIMEDIA FLAG: N ENFORCEMENT SUMMARY: COMPLIANCE ORDER ON CONSENT DA TED 5-20-08 FOR VIOLATIONS CIT ED IN NOVCD DATED 5-19.06. ENFORCEMENT TYPE ENFORCEMENT TYPE: STATE ADMINISTRATIVE ORDER OF CONSENT POLLUTANTS CITED - NO POLLUTION CITED REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 55 of 439 Spills Listing (SPILLS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW INCIDENT INFORMATION CASE NUMBER: 2011-0654 NRC NUMBER: 989266 SPILL DATE: 09111/11 SPILL LOCATION: HIGHWAY 34 AND INTERSTATE 25 SPILL CITY/STATE/ZIP: LOVELAND, CO NOT REPORTED SPILL COUNTY: LARIMER RESPONSIBLE PARTY NAME: UNKNOWN AT THIS TIME ADDRESS: WILL UPDATE WHEN WE GET THIS INFO CITY NOT REPORTED, CO COUNTY: NOT REPORTED CONTACT: UNKNOWN, DRIVER DIED PHONE: NOT REPORTED INCIDENT DETAILS SOURCE: HIGHWAY/ROADWAY SOURCE TYPE: MOTOR VEHICLE MEDIUM: LAND WATERWAY: NOT REPORTED CAUSE: TRANSPORTATION ACCIDENT MATERIAL TYPE: OIL MATERIAL DESCRIPTION: MATERIAL QUANTITY: WATER QUANTITY: GASOLINE 8000 GALLONS NOT REPORTED CAUSE INFORMATION: SEMI TANKER TRUCK HAULING GASOLINE OVERTURNED DUE TO UNKNOWN CAUSES AND WAS ENGULFED IN FLAMES. DRIVER WAS KILLED BY THE TIME THEY GOT TO HIM. ACTION: HIGHWAY 34 WAS CLOSED IN BOTH DIRECTIONS. POLICE SAID THAT THEY THOUGHT THE TANKER WAS PROBABLY FULL, BASED ON THE SIZE OF THE FIRE. RESPONSE COMMENTS: NOT REPORTED COMMENTS: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 56 of 439 Spills Listing (SPILLS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW INCIDENT INFORMATION CASE NUMBER: CO99-579 NRC NUMBER: NOT REPORTED SPILL DATE: 08/02/99 SPILL LOCATION: INTERSTATE 25 AT US 34 SPILL CITY/STATE/ZIP: LOVELAND, CO NOT REPORTED SPILL COUNTY: LARIMER RESPONSIBLE PARTY NAME: GRAY TRANSPORTATION ADDRESS: P O BOX 2365 WATERLOO, IA 50704 COUNTY: NOT REPORTED CONTACT: DARRIN GRAY PHONE: 800-234-3930 INCIDENT DETAILS SOURCE: HIGHWAY/ROADWAY SOURCE TYPE: TRACTOR TRAILER MEDIUM: LAND WATERWAY: NOT REPORTED CAUSE: E MATERIAL TYPE: HAZARDOUS MATERIAL DESCRIPTION: MATERIAL QUANTITY: WATER QUANTITY: CHLORINE BLEACH 20 GALLONS NOT REPORTED CAUSE INFORMATION: DRIVER ACTION: ONE LANE OF INTERSTATE 25 CLOSED FOR TWO HOURS. RESPONSE COMMENTS: NOT REPORTED COMMENTS: DRIVER EN ROUTE TO WAL-MART DISTRIBUTION CENTER IN LOVELAND FROM CHICAGO. THE WEIGHT IN THE TRAILER Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 57 of 439 Spills Listing (SPILLS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW INCIDENT INFORMATION CASE NUMBER: CO93-396 NRC NUMBER: NONE SPILL DATE: 11112193 SPILL LOCATION: 1-25 & HWY 34, NE CORNER SPILL CITY/STATE/ZIP: LOVELAND, CO NOT REPORTED SPILL COUNTY: LARIMER RESPONSIBLE PARTY NAME: STAHAL CONSTRUCTION ADDRESS: STREET NOT REPORTED CITY NOT REPORTED, NOT REPORTED COUNTY: NOT REPORTED CONTACT: NOT REPORTED PHONE: NOT REPORTED INCIDENT DETAILS SOURCE: FIXED FACILITY SOURCE TYPE: CONSTRUCTION SITE MEDIUM: LAND WATERWAY: NONE CAUSE: E MATERIAL TYPE: HAZARDOUS MATERIAL DESCRIPTION: MATERIAL QUANTITY: WATER QUANTITY: GASOLINE NOT REPORTED NOT REPORTED CAUSE INFORMATION: CREW PUNCTURED A GAS LINE ACTION: NOT REPORTED RESPONSE COMMENTS: ALSO, CLOSE BY IS A MANHOLE. ABOUT 70 FEET WEST OF THE MANHOLE, DIG 15 FEET DO WN AND GAS IS IN THE SOIL. COMMENTS: AN ANONYMOUS CALLER TO EPA STATED THAT STAHAL CONSTRUCTION COMPANY HAS DUG A T RENCH AT THE CONSTRUC Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 58 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03FS47 SITE NAME: 1-25 US 34 INTERCHANGE ADDRESS: 1-25 & US 34 LOVELAND, CO PERMIT TYPE: STORMWATER R CONSTRUCTION PERM ITTEE: NEW DESIGN CONSTRUCTION PERMIT EFFECTIVE: 1212212009 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 59 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION PERMIT NUMBER: COR038558 SITE NAME: THOMPSON RIVER RANCH ADDRESS: 125 AND US 34 JOHNSTOWN, CO 80534 PERMIT TYPE: COR030000-STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PERM ITTEE: HC DEVELOPMENT AND MGT SVCS INC PERMIT EFFECTIVE: 7/1/2007 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 60 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03L946 SITE NAME: CDOT 1-25 TO GREELEY ADDRESS: 125 AND EISENHOWER BLVD LOVELAND, CO 80537 PERMIT TYPE: COR030000-STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PERM ITTEE: ZAYO GROUP LLC PERMIT EFFECTIVE: 3/2512014 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 61 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION GEOSEARCH ID: COR038558INPDES NPDES ID: COR038558 FACILITY #: 110064754813 NAME: THOMPSON RIVER RANCH PHYSICAL ADDRESS: 125 AND US 34 JOHNSTOWN NSTOWN CO 80534 COUNTY: LARIMER FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION 1521 -SINGLE-FAMILY HOUSING CONSTRUCTION PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: ADMINISTRATIVELY CONTINUED WATER BODY: BIG THOMPSON RIVER PERMIT NAME: HC DEVELOPMENT AND MGT SVCS INC AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 7/112007 ISSUE DATE: 7/112007 ISSUING AGENCY: STA EFFECTIVE DATE: 711/2007 EXPIRATION DATE: 6/30/2012 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: NOT REPORTED PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: YES REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE - NO HISTORIC COMPLIANCE REPORTED - SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 62 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 63 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION GEOSEARCH ID: COR106582INPDES NPDES ID: COR106582 FACILITY #: 110024886444 NAME: ROADWAY EXPRESS PHYSICAL ADDRESS: 1-25 AND US HIGHWAY 34 LOVELAND CO NOT REPORTED COUNTY: LARIMER FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: 303(D) LISTED STANDARD INDUSTRIAL CLASSIFICATION 1629 -HEAVY CONSTRUCTION PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: NPDES INDIVIDUAL PERMIT MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: NOT REPORTED PERMIT NAME: CENTERRA PROPERTIES WEST LLC AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 5/1912006 ISSUE DATE: 5/19/2006 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 5/19/2006 EXPIRATION DATE: 5/18/2011 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 612712008 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: YES REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20094 HISTORIC NON-COMPLIANCE: RNC/CATEGORY II - REPORTABLE NON-COMPLIANCE NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 1 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20093 HISTORIC NON-COMPLIANCE: NOT REPORTED NUMBER OF E90 VIOLATIONS: 0 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 64 of 439 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: I NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20084 HISTORIC NON-COMPLIANCE: NOT REPORTED NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 2 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS ENFORCEMENT IDENTIFIER: CO -N00000782 ACTIVITY TYPE: ADMINISTRATIVE, FORMAL ENFORCEMENT TYPE: STATE CWA PENALTY AO ENFORCEMENT ACTION DATE: 6/27/2008 AGENCY: STATE TOTAL FEDERAL PENALTY ASSESSED: NOT REPORTED TOTAL STATE LOCAL PENALTY ASSESSED: 20800 ENFORCEMENT IDENTIFIER: CO -N00000783 ACTIVITY TYPE: ADMINISTRATIVE, FORMAL ENFORCEMENT TYPE: STATE ADMINISTRATIVE ORDER OF CONSENT ENFORCEMENT ACTION DATE: 5/20/2008 AGENCY: STATE TOTAL FEDERAL PENALTY ASSESSED: NOT REPORTED TOTAL STATE LOCAL PENALTY ASSESSED: NOT REPORTED ENFORCEMENT IDENTIFIER: CO -N00000346 ACTIVITY TYPE: ADMINISTRATIVE, FORMAL ENFORCEMENT TYPE: STATE CWA NON PENALTY AO ENFORCEMENT ACTION DATE: 5/19/2006 AGENCY: STATE TOTAL FEDERAL PENALTY ASSESSED: NOT REPORTED TOTAL STATE LOCAL PENALTY ASSESSED: NOT REPORTED EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 65 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION EPA ID#: COR000225987 NAME: PETROLEUM TRANSPORT LLC ADDRESS: HWY 34 &I-25 LOVELAND, CO 80539 CONTACT NAME: NOT REPORTED CONTACT ADDRESS: NOT REPORTED OWNER TYPE: NOT REPORTED OWNER NAME: NOT REPORTED OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED CONTACT PHONE: NOT REPORTED NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY:10/25/2011 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 10/25/2011 NAME: PETROLEUM TRANSPORT LLC GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 10/24/2014 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE - NO HAZARDOUS WASTE INFORMATION REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 66 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 67 of 439 Facility Registry System (FRSCO) MAP ID# 4 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION REGISTRY ID: 110064754813 NAME: THOMPSON RIVER RANCH LOCATION ADDRESS: 125 AND US 34 JOHNSTOWN, CO 80534 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: THOMPSON RIVER RANCH PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 1521 - GENERAL CONTRACTORS -SINGLE-FAMILY HOUSES NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 68 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 5 Distance from Property: 0.01 mi. (53 ft.) W SITE INFORMATION PERMIT NUMBER: COR03K637 SITE NAME: BOYD LAKE OUTLET DITCH CROSSING ADDRESS: BOYD LAKE AVE AND EISENHOWER BLVD LOVELAND, CO 80534 PERMIT TYPE: COR030000-STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PERM ITTEE: GERRARD EXCAVATING INC PERMIT EFFECTIVE: 5/2812013 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 69 of 439 Facility Registry System (FRSCO) MAP ID# 5 Distance from Property: 0.01 mi. (53 ft.) W FACILITY INFORMATION REGISTRY ID: 110064752548 NAME: BOYD LAKE N 1ST ADD N LOCATION ADDRESS: BOYD LAKE AVE AND CR 9 LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: BOYD LAKE N 1ST ADD N PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 1521 - GENERAL CONTRACTORS -SINGLE-FAMILY HOUSES NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 70 of 439 Leaking Storage Tank Facilities (LST) MAP ID# 6 Distance from Property: 0.01 mi. (53 ft.) W FACILITY INFORMATION UNIQUE ID: 13156LST FACILITY ID: 13156 NAME: KOCH PROPERTY ADDRESS: 303 E EISENHOWER BLVD LOVELAND, CO 80537 SITE NAME: KOCH PROPERTY LOCATION: 303 E EISENHOWER BLVDcBR>LOVELAND 80537 LEAKING INFORMATION EVENT ID: STATUS: RELEASE DATE: 1402 CLOSED 6129/1994 COSTIS LINK: http://costis.cdle.state.co.uslevent.asp?h id -1402 ALTERNATE NAME: KOCH PROPERTY Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 71 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 6 Distance from Property: 0.01 mi. (53 ft.) SW SITE INFORMATION GEOSEARCH ID: 3128218754 CONTRACTOR NAME: EARTH SERVICES AND ABATEMENT I N C ADDRESS: 1408-1414 N. LINCOLN AVE. LOVELAND, CO PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 15LR5652D PERMIT BEGIN DATE: 09/28/15 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 4 PERMIT NUMBER: 15LR5652D PERMIT BEGIN DATE: 09128115 SQUARE FEET: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 72 of 439 Underground Storage Tank Facilities (UST) MAP ID# 6 Distance from Property: 0.01 mi. (53 ft.) W FACILITY INFORMATION FACILITY ID: 5458 NAME: RICHARD KOCH ADDRESS: 303 EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=5458 TANK INFORMATION TANK ID: 14954 TANK TYPE: TANK PRODUCT: UNDERGROUND STORAGE 6 - USED OIL TANK (WASTE OIL) OWNER INFORMATION OWNER ID: 5140 NAME: RICHARD KOCH ADDRESS: 303 EISENHOWER BLVD LOVELAND, CO 80537 TANK CAPACITY: TANK STATUS: 560 CLOSED INSTALLATION DATE: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 73 of 439 Aboveground Storage Tank Facilities (AST) MAP ID# 6 Distance from Property: 0.01 mi. (53 ft.) W FACILITY INFORMATION FACILITY ID: 13156 NAME: KOCH PROPERTY ADDRESS: 303 E EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=13156 TANK INFORMATION TANK ID: TANK TYPE: NR NOT REPORTED OWNER INFORMATION OWNER ID: 16309 NAME: RICHARD KOCH ADDRESS: 25 BONITO PL LOS ALAMOS, NM 87544 TANK PRODUCT: TANK CAPACITY: TANK STATUS: NOT REPORTED NOT REPORTED NOT REPORTED INSTALLATION DATE: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 74 of 439 Facility Registry System (FRSCO) MAP ID# 6 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110025925863 NAME: LINCOLN SCHOOL LOCATION ADDRESS: UNK LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: LINCOLN SCHOOL PROGRAM/S LISTED FOR THIS FACILITY GNIS - GEOGRAPHIC NAMES INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 75 of 439 Underground Storage Tank Facilities (UST) MAP ID# 7 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION FACILITY ID: 11192 NAME: AMYS FOOD AND GAS #2 ADDRESS: 1003 E EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=11192 TANK INFORMATION TANK ID: 30662 30663 30664 30665 TANK TYPE: UNDERGROUND STORAGE TANK UNDERGROUND STORAGE TANK TANK PRODUCT: GASOLINE GASOLINE UNDERGROUND STORAGE GASOLINE TANK UNDERGROUND TANK STORAGE 6 - USED OIL (WASTE OIL) OWNER INFORMATION OWNER ID: 5309 NAME: JASMIR SINGH ADDRESS: 1003 E EISENHOWER BLVD LOVELAND, CO 80537 TANK CAPACITY: TANK STATUS: 10000 CLOSED 4000 4000 550 CLOSED CLOSED CLOSED INSTALLATION DATE: NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 76 of 439 Aboveground Storage Tank Facilities (AST) MAP ID# 7 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION OWNER INFORMATION FACILITY ID: 11192 OWNER ID: 5309 NAME: AMYS FOOD AND GAS #2 NAME: JASMIR SINGH ADDRESS: 1003 E EISENHOWER BLVD ADDRESS: 1003 E EISENHOWER BLVD LOVELAND, CO 80537 LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=11192 TANK INFORMATION TANK ID: TANK TYPE: TANK PRODUCT: TANK CAPACITY: TANK STATUS: 37383 LIQUEFIED PETROLEUM GAS LPG 500 CLOSED INSTALLATION DATE: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 77 of 439 Leaking Storage Tank Facilities (LST) MAP ID# 7 Distance from Property: 0.01 mi. (53 ft.) NW FACILITY INFORMATION UNIQUE ID: 11192LST FACILITY ID: 11192 NAME: AMYS FOOD AND GAS #2 ADDRESS: 1003 E EISENHOWER BLVD LOVELAND, CO 80537 SITE NAME: CRAIGS CONOCO LOCATION: 1003 E EISENHOWER BLVDcBR>LOVELAND 80537 LEAKING INFORMATION EVENT ID: STATUS: RELEASE DATE: 1544 CLOSED 11114/1994 COSTIS LINK: http://costis.cdle.state.co.uslevent.asp?h id -1544 ALTERNATE NAME: CRAIGS CONOCO Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 78 of 439 Aboveground Storage Tank Facilities (AST) MAP ID# 8 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION OWNER INFORMATION FACILITY ID: 16785 OWNER ID: 19523 NAME: GRAND RENTAL STATION NAME: LPG UNKNOWN OWNER ADDRESS: 3101 W EISENHOWER ADDRESS: DIVISION OF OIL & PUBLIC SAFETY LOVELAND, CO 80538 DENVER, CO 80202 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=16785 TANK INFORMATION TANK ID: TANK TYPE: TANK PRODUCT: TANK CAPACITY: TANK STATUS: INSTALLATION DATE: 36752 LIQUEFIED PETROLEUM GAS LPG 1000 OPEN NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 79 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 8 Distance from Property: 0.01 mi. (53 ft.) N SITE INFORMATION GEOSEARCH ID: 663030715 CONTRACTOR NAME: GRAND RENTAL STATION ADDRESS: 3103 W. EISENHOWER BLVD. LOVELAND, CO PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 12LR1685D PERMIT BEGIN DATE: 05/07/12 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 24 PERMIT NUMBER: 12LR1433A PERMIT BEGIN DATE: 04125/12 SQUARE FEET: 906 PROJECT LENGTH (IN DAYS): 30 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 80 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 9 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION GEOSEARCH ID: 2605363811 CONTRACTOR NAME: ESA, INC. ADDRESS: 2021 W. EISENHOWER BLVD LOVELAND, CO 80538 PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 08LR1312D PERMIT BEGIN DATE: 04/21/08 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 21 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 81 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 9 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION GEOSEARCH ID: 2843529441 CONTRACTOR NAME: ESA, INC. ADDRESS: 2021 W. EISENHOWER BLVD LOVELAND, CO 80538 PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 08LR1310D PERMIT BEGIN DATE: 04/21/08 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 21 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 82 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 9 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION GEOSEARCH ID: 2959597984 CONTRACTOR NAME: ESA, INC. ADDRESS: 2021 W. EISENHOWER BLVD LOVELAND, CO 80538 PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 08LR1311 D PERMIT BEGIN DATE: 04/21/08 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 21 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 83 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 9 Distance from Property: 0.01 mi. (53 ft.) NW SITE INFORMATION GEOSEARCH ID: 2038170015 CONTRACTOR NAME: ESA, INC. ADDRESS: 2021 W. EISENHOWER BLVD LOVELAND, CO 80538 PROJECT TYPE: DEMOLITION PROJECT SITE DETAILS PERMIT NUMBER: 08LR1309D PERMIT BEGIN DATE: 04/21/08 SQUARE FEET: NOT REPORTED PROJECT LENGTH (IN DAYS): 21 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 84 of 439 Facility Registry System (FRSCO) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110007074897 NAME: CONOCO LOCATION ADDRESS: 1611 WEST EISENHOWER BOULEVARD LOVELAND, CO 80537.3121 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: CONOCO CONOCO OIL CO FORMER BRADY OIL PROGRAM/S LISTED FOR THIS FACILITY AIRS/AFS - AEROMETRIC INFORMATION RETRIEVAL SYSTEM f AIRS FACILITY SYSTEM RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM AIR - AIR EIS - EIS STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 4959 - SANITARY SERVICES, NOT ELSEWHERE CLASSIFIED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAILS) 56291 - REMEDIATION SERVICES 562910 - REMEDIATION SERVICES. 56291 - REMEDIATION SERVICES Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 85 of 439 Leaking Storage Tank Facilities (LST) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 11151 LST FACILITY ID: 11151 NAME: LOVELAND QUICK TRIP #6386 ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80537 SITE NAME: LOVELAND QUICK TRIP #6386 LOCATION: 1611 W EISENHOWER BLVD<BR>LOVELAND 80537 LEAKING INFORMATION EVENT ID: STATUS: RELEASE DATE: 3136 CLOSED 711911989 COST'S LINK: http://costis.cdle.state.co.uslevent.asp?h id -3136 ALTERNATE NAME: LOVELAND QUICK TRIP #6386 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 86 of 439 Asbestos Abatement and Demolition Projects (ASBESTOS) MAP ID# 10 Distance from Property: 0.01 mi. (53 ft.) SW SITE INFORMATION GEOSEARCH ID: 3575896489 CONTRACTOR NAME: RISK REMOVAL, INC. ADDRESS: 703 E. PROSPECT RD. LOVELAND, CO PROJECT TYPE: ASBESTOS ABATEMENT PROJECT SITE DETAILS PERMIT NUMBER: 12LR0370A PERMIT BEGIN DATE: 01/30/12 SQUARE FEET: 129 PROJECT LENGTH (IN DAYS): 30 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 87 of 439 Underground Storage Tank Facilities (UST) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION FACILITY ID: 11151 NAME: LOVELAND QUICK TRIP #6386 ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=11151 TANK INFORMATION TANK ID: 30559 30560 30561 30562 TANK TYPE: UNDERGROUND STORAGE TANK UNDERGROUND STORAGE TANK UNDERGROUND STORAGE TANK UNDERGROUND STORAGE TANK TANK PRODUCT: GASOLINE GASOLINE GASOLINE 6 - USED OIL (WASTE OIL) OWNER INFORMATION OWNER ID: 1520 NAME: CONOCO INC ADDRESS: 600 N DAIRY ASHFORD BOX 4784 HOUSTON, TX 77210 TANK CAPACITY: TANK STATUS: 8000 CLOSED 4000 4000 550 CLOSED CLOSED CLOSED INSTALLATION DATE: NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 88 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110007074897 REGISTRY ID: 110007074897 NAME: CONOCO ADDRESS: 1611 WEST EISENHOWER BOULEVARD LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 89 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION UNIQUE ID: 889526 PLANT ID: 889526 NAME: CONOCO ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80537-3121 CLASSIFICATION: POTENTIAL UNCONTROLLED EMISSIONS <100 TONS/YEAR OPERATION STATUS: OPERATING STATE COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS FACILITY TYPE: PRIVATELY OWNED/OPERATED CURRENT HIGH PRIORITY VIOLATOR: NOT REPORTED SIC DESCRIPTION: ESTABLISHMENTS PRIMARILY ENGAGED IN FURNISHING SANITARY SERVICES, NOT ELSEWHERE CLASSIFIED. ENFORCEMENT ACTIONS NO ENFORCEMENT ACTIONS REPORTED AIR PROGRAM AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: BENZENE AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: VOLATILE ORGANIC COMPOUNDS HISTORICAL COMPLIANCE AIR PROGRAM LEVEL AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 90 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1403 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 91 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 92 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 93 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COR000005835 NAME: FORMER BRADY OIL ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80538 CONTACT NAME: NOT REPORTED CONTACT ADDRESS: NOT REPORTED OWNER TYPE: NOT REPORTED OWNER NAME: NOT REPORTED OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED CONTACT PHONE: NOT REPORTED NON-NOTIFIER: NON-NOTIFIER DATE RECEIVED BY AGENCY: 08/1611996 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 08/16/1996 NAME: FORMER BRADY OIL GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 09/15/2000 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 08/16/1996 FCI FOCUSED COMPLIANCE INSPECTION VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE - NO HAZARDOUS WASTE INFORMATION REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 94 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 95 of 439 Air Pollution Control Division Permitted Facilities (APCDP) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION S ITE ID: 069-0141 FACILITY NAME: CONOCO ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80537-3121 PERMIT NAME: CONOCO FACILITY CLASSIFICATION: 0 AIR PROGRAM AIR PROGRAM CLASSIFICATION: 'A'=Major, 'B'=Minor, 'SM'=Synthetic Minor, 'ND'=No Major Source Threshold Defined, 'C'=Unknown: 'BLANK'= BLANK FIELD AIR PROGRAM CLASS: MINOR ACID PRECIPITATION: BLANK APEN EXEMPT: BLANK CFC TRACKING: BLANK CONDENSATE STORAGE TANK: BLANK FESOP (NON -TITLE V): BLANK MACT (SEC. 63 NESHAPS): BLANK NESHAP: BLANK NON FEDERALLY REPORTABLE SOURCE: BLANK FEDERAL NSPS: BLANK STATE NSPS: BLANK NSR: BLANK PSD: BLANK SIP SOURCE UNDER FEDERAL JURISDICTION: BLANK S IP SOURCE: B TITLE V PERMITS: BLANK NATIVE AMERICAN: BLANK PLANT AIR PROGRAM: PROPERTY AREA: 0.50000 COMPLIANCE MONITORING SYSTEM: NOT REPORTED DATE COMPLIANCE MONITORING SYSTEM: 01/27104 STANDARD INDUSTRIAL DESCRIPTION: ELECTRIC GAS AND SANITARY SERVICES - SANITARY SERVICES, NEC SITE CONTACT INFORMATION CONTACT NAME: GREG FLETCHER CONTACT PHONE: (719)293-5683 S ITE DESCRIPTION:SOIL VENT COMMENTS: NOT REPORTED OWNER INFORMATION OWNER CUSTOMER #: 0730196000 OWNER NAME: CONOCOPHILLIPS COMPANY ADDRESS: 13791 E. RICE PL. STE 201 AURORA, CO 80015 OWNER MAIL NAME: BETH EISENMANN OWNER MAIL PHONE: (303)481-4247 S ITE OWNER DESCRIPTION: RETAIL SERVICE STATIONS SITE POLLUTANT INFORMATION EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 1634044 - ETHER, TERT-BUTYL METHYL EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 96 of 439 Air Pollution Control Division Permitted Facilities (APCDP) ESTIMATED EMISSIONS: (TONS PER YEAR): UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 74873 - METHYL CHLORIDE EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA► TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 97 of 439 f _ Air Pollution Control Division Permitted Facilities (APCDP) (TONS PER YEAR) 0.00000 STACK EFFECTIVE YEAR OF INVENTORY: 2011 EMISSION DATA SUBMITTED YEAR: 2010 EMISSION RELEASE POINT (STACK): NOT REPORTED STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 0.00000 0.00000 STACK HEIGHT: STACK DIAMETER: PLUME HEIGHT: 0.00000 0.00000 30.00000 STACK TYPE DESCRIPTION: FUGITIVE EMISSIONS, NO STACK EXISTS EFFECTIVE YEAR OF INVENTORY: 2011 EMISSION DATA SUBMITTED YEAR: 2010 EMISSION RELEASE POINT (STACK): CANCELLED STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 240.00000 STACK HEIGHT: 13.00000 4.00000 STACK DIAMETER: 0.33000 STACK TYPE DESCRIPTION: PLUME HEIGHT: 0.00000 A STACK WITH AN UNOBSTRUCTED OPENING DISCHARGING IN A VERTICAL DIRECTION EFFECTIVE YEAR OF INVENTORY: 2011 EMISSION DATA SUBMITTED YEAR: 2010 EMISSION RELEASE POINT (STACK): CANCELLED STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 300.00000 STACK HEIGHT: 13.00000 5.00000 STACK DIAMETER: 0.50000 STACK TYPE DESCRIPTION: PLUME HEIGHT: 0.00000 A STACK WITH AN UNOBSTRUCTED OPENING DISCHARGING IN A VERTICAL DIRECTION STACK POLLUTANT EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 98 of 439 Air Pollution Control Division Permitted Facilities (APCDP) 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 1634044 - ETHER, TERT-BUTYL METHYL EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA► (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 74873 - METHYL CHLORIDE 0.00000 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 99 of 439 Air Pollution Control Division Permitted Facilities (APCDP) EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: VOC - VOLATILE ORGANIC COMPOUNDS EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: YES POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: NO POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2011 POLLUTANT NAME: 71432 - BENZENE EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 100 of 439 Air Pollution Control Division Permitted Facilities (APCDP) ESTIMATED EMISSIONS: (TONS PER YEAR): UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): 0.00000 0.00000 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 UNIT COMMENT -NO COMMENTS REPORTED 0.00000 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 101 of 439 Leaking Underground Storage Tanks Trust Fund Sites (LUSTTRUST) MAP ID# 10 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 00177-0002933 AGENCY ID: 3136 NAME: LOVELAND QUICK TRIP #6386 ADDRESS: 1611 W EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER COMMENTS: EVENT DATE: 7/19/89 NOT REPORTED COSTIS LINK: http://costis.cdle.state.co.us/event.asp?h id=3136 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 102 of 439 Aboveground Storage Tank Facilities (AST) MAP ID# 11 Distance from Property: 0.01 mi. (53 ft.) N FACILITY INFORMATION FACILITY ID: 6693 NAME: WESTSIDE CONOCO ADDRESS: 5649 W HWY 34 LOVELAND, CO 80538 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=6693 TANK INFORMATION TANK ID: TANK TYPE: TANK PRODUCT: 37123 LIQUEFIED PETROLEUM GAS LPG OWNER INFORMATION OWNER ID: 131 NAME: REV ENTERPRISES INC ADDRESS: 200 E OAK FORT COLLINS, CO 80521 TANK CAPACITY: TANK STATUS: 1000 CLOSED INSTALLATION DATE: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 103 of 439 Underground Storage Tank Facilities (UST) MAP ID# 11 Distance from Property: 0.01 mi. (53 ft.) N FACILITY INFORMATION FACILITY ID: 6872 NAME: SANDYS #2 ADDRESS: 5649 W HWY 34 LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=6872 TANK INFORMATION TANK ID: TANK TYPE: TANK PRODUCT: 18260 UNDERGROUND STORAGE 1 - UNLEADED TANK REGULAR (RUL) 18261 UNDERGROUND STORAGE 3 - UNLEADED TANK PREMIUM (PUL) 18262 UNDERGROUND STORAGE 4 - DIESEL TANK OWNER INFORMATION OWNER ID: 131 NAME: REV ENTERPRISES INC ADDRESS: 200 E OAK FORT COLLINS, CO 80521 TANK CAPACITY: TANK STATUS: 10000 OPEN 10000 8000 OPEN OPEN INSTALLATION DATE: NOT REPORTED NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 104 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 12 Distance from Property: 0.01 mi. (53 ft.) N FACILITY INFORMATION UNIQUE ID: 110002990853 REGISTRY ID: 110002990853 NAME: MJR INVESTMENTS INC ADDRESS: 5505 W EISENHOWER LOVELAND, CO 80538 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 105 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) MAP ID# 12 Distance from Property: 0.01 mi. (53 ft.) N FACILITY INFORMATION EPA ID#: COD983798653 NAME: MJR INVESTMENTS INC ADDRESS: 5505 W EISENHOWER LOVELAND, CO 80538 CONTACT NAME: MANUEL SISNEROS CONTACT ADDRESS: 406 N 71ST AVE GREELEY CO 80634 CONTACT PHONE: 3033565660 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 06107/1999 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 06/07/1999 NAME: MJR INVESTMENTS INC GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE OWNER TYPE: PRIVATE OWNER NAME: MJR CANAAN INVESTMENTS LTD OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED DATE RECEIVED BY AGENCY: 12/10/1992 NAME: MJR INVESTMENTS INC GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 10110/2014 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 08/04/1995 FCI FOCUSED COMPLIANCE INSPECTION Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 106 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) 07/1811995 04/04/1995 01/16/1995 08/30/1994 08/23/1994 03/18/1994 12/10/1992 VIOLATIONS 02/02/1994 ENFORCEMENTS 02/02/1994 FCI FCI FCI CDI CDI CEI FCI FOCUSED COMPLIANCE INSPECTION FOCUSED COMPLIANCE INSPECTION FOCUSED COMPLIANCE INSPECTION CASE DEVELOPMENT INSPECTION CASE DEVELOPMENT INSPECTION COMPLIANCE EVALUATION INSPECTION ON -SITE FOCUSED COMPLIANCE INSPECTION 262.A GENERATORS - GENERAL 210 INITIAL 3008(A) COMPLIANCE HAZARDOUS WASTE D000 D006 D007 D008 CADMIUM CHROMIUM LEAD UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 107 of 439 Facility Registry System (FRSCO) MAP ID# 12 Distance from Property: 0.01 mi. (53 ft.) N FACILITY INFORMATION REGISTRY ID: 110002990853 NAME: MJR INVESTMENTS INC LOCATION ADDRESS: 5505 W EISENHOWER LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: MJR INVESTMENTS INC PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 108 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 13 Distance from Property: 0.01 mi. (53 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03B335 SITE NAME: THOMPSON OVERLOOK ADDRESS: W EISENHOWER BLVD & WILSON AVE LOVELAND, CO PERMIT TYPE: STORMWATER R CONSTRUCTION PERM ITTEE : P L S HOMES PERMIT EFFECTIVE: 7/1/2007 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 109 of 439 Colorado Discharge Permit System Facilities (CDPS) MAP ID# 13 Distance from Property: 0.01 mi. (53 ft.) SW SITE INFORMATION PERMIT NUMBER: COR03H925 SITE NAME: WILSON AVE IMPROVEMENTS ADDRESS: WILSON AVE & 14 ST LOVELAND, CO PERMIT TYPE: STORMWATER R CONSTRUCTION PERM ITTEE : COULSON EXCAVATING CO I N C PERMIT EFFECTIVE: 711412011 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 110 of 439 Facility Registry System (FRSCO) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION REGISTRY ID: 110020031810 NAME: N. CO. WATER CONSERV. HQ LOCATION ADDRESS: 1250N WILSON, 2300 W EISENHOWER LOVELAND, CO 80537-4461 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAMES: N. CO. WATER CONSERV. HQ PROGRAM/S LISTED FOR THIS FACILITY ECOMAP - COLORADO STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 111 of 439 Facility Registry System (FRSCO) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION REGISTRY ID: 110002994430 NAME: NORTH COLO WATER CONSERV DIST LOCATION ADDRESS: 2300 W EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: NORTH COLO WATER CONSERV DIST PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 112 of 439 Leaking Storage Tank Facilities (LST) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION UNIQUE ID: 6871 LST FACILITY ID: 6871 NAME: NORTHERN COLORADO WATER CONSERVANCY ADDRESS: 1250 N WILSON AVE LOVELAND, CO 80537 SITE NAME: NORTHERN COLORADO WATER CONSERVANCY LOCATION: 1250 N WILSON AVEcBR>LOVELAND 80537 LEAKING INFORMATION EVENT ID: STATUS: RELEASE DATE: 9202 CLOSED 512212003 17:50 COSTIS LINK: http://costis.cdle.state.co.us/event.asp?h_id=9202 2916 CLOSED 7/26/1993 COSTIS LINK: http://costis.cdle.state.co.us/event.asp?h id=2916 2866 CLOSED 711611990 COSTIS LINK: http://costis.cdle.state.co.us/event.asp?h_id=2866 ALTERNATE NAME: NORTHERN COLORADO WATER CONSERVANCY NORTHERN COLORADO WATER NORTHERN COLORADO WATER Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 113of Leaking Storage Tank Facilities (LST) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION UNIQUE ID: 3981 LST FACILITY ID: 3981 NAME: NORTHERN CO WATER CONSERVATION ADDRESS: 2300 W EISENHOWER BLVD LOVELAND, CO 80537 SITE NAME: NORTHERN COLORADO WATER CONSERVATION DISTRICT LOCATION: 2300 W EISENHOWER BLVD<BR>LOVELAND 80537 LEAKING INFORMATION EVENT ID: STATUS: RELEASE DATE: 2674 CLOSED 81211989 COSTIS LINK: http://costis.cdle.state.co.uslevent.asp?h id -2674 ALTERNATE NAME: NORTHERN COLORADO WATER CONSERVATION DISTRICT Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 114 of 439 Underground Storage Tank Facilities (UST) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION FACILITY ID: 3981 NAME: NORTHERN CO WATER CONSERVATION ADDRESS: 2300 W EISENHOWER BLVD LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=3981 TANK INFORMATION TANK ID: 11221 11222 TANK TYPE: TANK PRODUCT: UNDERGROUND STORAGE GASOLINE TANK UNDERGROUND STORAGE 4 - DIESEL TANK OWNER INFORMATION OWNER ID: 3950 NAME: NORTHERN COLORADO WATER CONSERVANCY ADDRESS: BOX 679 LOVELAND, CO 80539 TANK CAPACITY: TANK STATUS: 1000 CLOSED 500 CLOSED INSTALLATION DATE: NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 115 of 439 Underground Storage Tank Facilities (UST) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION FACILITY ID: 6871 NAME: NORTHERN COLORADO WATER CONSERVANCY ADDRESS: 1250 N WILSON AVE LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=6871 TANK INFORMATION TANK ID: 18256 18257 18258 18259 TANK TYPE: UNDERGROUND TANK UNDERGROUND TANK UNDERGROUND TANK UNDERGROUND TANK STORAGE STORAG E STORAGE STORAG E TANK PRODUCT: GASOLINE 4 - DIESEL 1000 6 - USED OIL 300 (WASTE OIL) 4 - DIESEL 2000 OWNER INFORMATION OWNER ID: 3950 NAME: NORTHERN COLORADO WATER CONSERVANCY ADDRESS: BOX 679 LOVELAND, CO 80539 TANK CAPACITY: TANK STATUS: 1000 CLOSED CLOSED CLOSED CLOSED INSTALLATION DATE: NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 116 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION UNIQUE ID: 110002994430 REGISTRY ID: 110002994430 NAME: NORTH COLO WATER CONSERV DIST ADDRESS: 2300 W EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 117 of 439 Voluntary Cleanup and Redevelopment Program Sites (VCRA) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW SITE INFORMATION FILE NUMBER: 020809-1 SITE N O : 242.0 NAME: NORTHERN CO. WATER CONSERV. HQ ADDRESS: 1250N WILSON, 2300 W EISENHOWER LOVELAND, CO 80537 COUNTY: LARIMER SITE DETAILS APPLICATION TYPE: NO ACTION DETERMINATION REVIEW DATE DUE: 9/23(2002 DECISION: APPROVAL REMEDY START DATE: NOT REPORTED ACTUAL COST: 709.46 OTHER ISSUES: UP GRADIENT SOURCE;#10 LAND USE RESTRICTIONS: NOT REPORTED PROJECT MANAGER: WALKER INDOOR AIR: NOT REPORTED MEDIA SEDIMENT: NOT REPORTED MEDIA GROUND WATER: NOT REPORTED MEDIA SURFACE WATER: NOT REPORTED MEDIA SOIL: NOT REPORTED REMEDY END DATE: NOT REPORTED CLEANUP ACRES: 10.0 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 118 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) MAP ID# 14 Distance from Property: 0.02 mi. (106 ft.) SW FACILITY INFORMATION EPA ID#: COR000001941 NAME: NORTH COLO WATER CONSERV DIST ADDRESS: 2300 W EISENHOWER BLVD LOVELAND, CO 80537 CONTACT NAME: MARK CROOKSTON CONTACT ADDRESS: P O BOX 679 LOVELAND CO 80539.0679 CONTACT PHONE: 9706672437 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 08/29/1995 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 08/29/1995 NAME: NORTH COLO WATER CONSERV DIST GENERATOR CLASSIFICATION: LARGE QUANTITY GENERATOR DESCRIPTION: LARGE QUANTITY GENERATORS (LQGS) GENERATE 1,000 KILOGRAMS PER MONTH OR MORE OF HAZARDOUS WASTE OR MORE THAN ONE KILOGRAM PER MONTH OF ACUTELY HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION OWNER TYPE: DISTRICT OWNER NAME: NORTH COLO WATER CONSERV DIST OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR LAST UPDATED DATE: 09/15/2000 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D006 CADMIUM Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 119 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) D007 D009 D011 CHROMIUM MERCURY SILVER UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 120 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COR000222885 NAME: EDS AUTO PAINT AND SUPPLY INC ADDRESS: 1410 N JEFFERSON AVE LOVELAND, CO 80538 CONTACT NAME: ED G BUBLITZ CONTACT ADDRESS: 1410 N JEFFERSON AVE LOVELAND CO 80538 CONTACT PHONE: 9706695714 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 03/12/2010 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: EDWARD G BUBLITZ PRES OWNER TYPE: PRIVATE OWNER NAME: ED BUBLITZ OPERATOR TYPE: PRIVATE OPERATOR NAME: EDS AUTO PAINT AND SUPPLY INC CERTIFICATION SIGNED DATE: 03/10/2010 INDUSTRY CLASSIFICATION (NAICS) 811121 - AUTOMOTIVE BODY, PAINT, AND INTERIOR REPAIR AND MAINTENANCE SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 03/12/2010 NAME: EDS AUTO PAINT AND SUPPLY INC GENERATOR CLASSIFICATION: LARGE QUANTITY GENERATOR DESCRIPTION: LARGE QUANTITY GENERATORS (LQGS) GENERATE 1,000 KILOGRAMS PER MONTH OR MORE OF HAZARDOUS WASTE OR MORE THAN ONE KILOGRAM PER MONTH OF ACUTELY HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO LAST UPDATED DATE: 03/12/2010 UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 121 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) HAZARDOUS WASTE D001 IGNITABLE WASTE UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 122 of 439 Facility Registry System (FRSCO) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110041657962 NAME: EDS AUTO PAINT AND SUPPLY INC LOCATION ADDRESS: 1410 N JEFFERSON AVE LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: EDS AUTO PAINT AND SUPPLY INC PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAILS) 811121 - AUTOMOTIVE BODY, PAINT, AND INTERIOR REPAIR AND MAINTENANCE. Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 123 of 439 Facility Registry System (FRSCO) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110002995778 NAME: CARQUEST AUTO PARTS LOCATION ADDRESS: 1410 N LINCOLN AVE LOVELAND, CO 80538 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAMES: CARQUEST AUTO PARTS PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 124 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110041657962 REGISTRY ID: 110041657962 NAME: EDS AUTO PAINT AND SUPPLY INC ADDRESS: 1410 N JEFFERSON AVE LOVELAND, CO 80538 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 125 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110002995778 REGISTRY ID: 110002995778 NAME: CARQUEST AUTO PARTS ADDRESS: 1410 N LINCOLN AVE LOVELAND, CO 80538 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 126 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) MAP ID# 15 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COR000004267 NAME: CARQUEST AUTO PARTS ADDRESS: 1410 N LINCOLN AVE LOVELAND, CO 80538 CONTACT NAME: DARIN DRISCOLL SCOLL CONTACT ADDRESS: 1410 N LINCOLN AVE LOVELAND CO 80538 CONTACT PHONE: 9706695885 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 03/2511996 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 03/251/996 NAME: CARQUEST AUTO PARTS GENERATOR CLASSIFICATION: LARGE QUANTITY GENERATOR DESCRIPTION: LARGE QUANTITY GENERATORS (LAGS) GENERATE 1,000 KILOGRAMS PER MONTH OR MORE OF HAZARDOUS WASTE OR MORE THAN ONE KILOGRAM PER MONTH OF ACUTELY HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION OWNER TYPE: PRIVATE OWNER NAME: GENERAL PARTS INC OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO LAST UPDATED DATE: 09/15/2000 UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D002 CORROSIVE WASTE Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 127 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) D004 D005 D006 D007 D008 D009 D010 D011 ARSENIC BARIUM CADMIUM CHROMIUM LEAD MERCURY SELENIUM SILVER UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 128 of 439 Facility Registry System (FRSCO) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110017687190 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT LOCATION ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537.3156 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: WESTLAKE DRY CLEANING & LAUNDROMAT PROGRAM/S LISTED FOR THIS FACILITY AIRS/AFS - AEROMETRIC INFORMATION RETRIEVAL SYSTEM f AIRS FACILITY SYSTEM AIR - AIR RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM EIS EIS STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 7216 - DRYCLEANING PLANTS, EXCEPT RUG CLEANING NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAILS) 81232 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED) 812320 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED). 812320 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED). 812320 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED). 812320 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED). 812320 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED). Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 129 of 439 Dry Cleaning Facilities (CLEANERS) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION UN ICU E ID : 069-0389CL FACILITY ID: 069-0389 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537-3156 CONTACT: SHINCEY I N C EY NORQUAY OWNER INFORMATION ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537 SITE DETAILS MAKE/MODEL/SERIAL: MU LITMATIC DRY -DRY UNIT/VALORE/30-0389-3510 CONSTRUCTION PERMIT #: 02LR0247 EMISSION UNIT ID: 001 EMISSION UNIT DESCRIPTION: MULTIMATIC DRY -DRY UNIT EMISSION PROCESS DESCRIPTION: MULTIMATIC DRY- DRY UNIT --- PERC USEAGE ANNUAL THROUGHPUT: 60 GALLONS SOLVENT CONSUMED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 130 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110017687190 REGISTRY ID: 110017687190 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 131 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION UNIQUE ID: 1021352 PLANT ID: 1021352 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537-3156 CLASSIFICATION: POTENTIAL UNCONTROLLED EMISSIONS <100 TONS/YEAR OPERATION STATUS: OPERATING STATE COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS FACILITY TYPE: PRIVATELY OWNED/OPERATED CURRENT HIGH PRIORITY VIOLATOR: NOT REPORTED SIC DESCRIPTION: ESTABLISHMENTS PRIMARILY ENGAGED IN DRYCLEANING OR DYEING APPAREL AND HOUSEHOLD FABRICS OTHER THAN RUGS. ENFORCEMENT ACTIONS DATE ACHIEVED: 02/24/2010 DATE RECORDED: 07/12/2010 NATIONAL ACTION TYPE: NOTIFICATION RECEIVED ALL AIR PROGRAM: SIP SOURCE,MACT (SECTION 63 NESHAPS) RESULTS OF STACK TEST AND TITLE V: NOT REPORTED POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 08/29/2005 DATE RECORDED: 01/31/2006 NATIONAL ACTION TYPE: STATE CONDUCTED FCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,MACT (SECTION 63 NESHAPS) RESULTS OF STACK TEST AND TITLE V: IN VIOLATION POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 AIR PROGRAM AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: NOT REPORTED AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 132 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) POLLUTANT: NOT REPORTED HISTORICAL COMPLIANCE AIR PROGRAM LEVEL AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0804 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 133 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 134 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1403 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 135 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 136 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 137 of 439 Aerometric Information Retrieval System I Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1403 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: MACT (SECTION 63 NESHAPS) COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 138 of 439 Air Pollution Control Division Permitted Facilities (APCDP) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION S ITE I D : 069.0389 FACILITY NAME: WESTLAKE DRY CLEANING & LAUNDROMAT ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537-3156 PERMIT NAME: WESTLAKE DRY CLEANING & LAUNDROMAT FACILITY CLASSIFICATION: 0 AIR PROGRAM AIR PROGRAM CLASSIFICATION: 'A'=Major, 'B'=Minor, 'SM'=Synthetic Minor, 'ND'=No Major Source Threshold Defined, 'C'=Unknown: 'BLANK'= BLANK FIELD AIR PROGRAM CLASS: MINOR ACID PRECIPITATION: BLANK APEN EXEMPT: BLANK CFC TRACKING: BLANK CONDENSATE STORAGE TANK: BLANK FESOP (NON -TITLE V): BLANK MACT (SEC. 63 NESHAPS): B NESHAP: BLANK NON FEDERALLY REPORTABLE SOURCE: BLANK FEDERAL NSPS: BLANK STATE NSPS: BLANK NSR: BLANK PSD: BLANK SIP SOURCE UNDER FEDERAL JURISDICTION: BLANK S IP SOURCE: B TITLE V PERMITS: BLANK NATIVE AMERICAN: BLANK PLANT AIR PROGRAM: PROPERTY AREA: NOT REPORTED COMPLIANCE MONITORING SYSTEM: NOT REPORTED DATE COMPLIANCE MONITORING SYSTEM: 01/27104 STANDARD INDUSTRIAL DESCRIPTION: PERSONAL SERVICES - DRYCLEANING PLANTS, EXCEPT RUG CLEANING SITE CONTACT INFORMATION CONTACT NAME: SHINCEY NCEY NORQUAY CONTACT PHONE: (970)669-4055 S ITE DESCRIPTION:DRY CLEANING USING PERCHLOROETHYLENE COMMENTS: NOT REPORTED OWNER INFORMATION OWNER CUSTOMER #: 9920107701 OWNER NAME: WESTLAKE DRY CLEANERS & LAUNDRY ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, 08 80537 OWNER MAIL NAME: HWASEOG HAN OWNER MAIL PHONE: (970)669-4055 S ITE OWNER DESCRIPTION: DRY CLEANER SITE POLLUTANT INFORMATION EFFECTIVE YEAR OF INVENTORY: 2017 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2014 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 139 of 439 Air Pollution Control Division Permitted Facilities (APCDP) ESTIMATED EMISSIONS: (TONS PER YEAR): UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): 0.40350 0.40350 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2016 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2014 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.40350 0.40350 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2014 POLLUTANT IS A HAZARDOUS A►IR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HA►ZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: (TONS PER YEAR): (TONS PER YEAR): 0.40350 0.40350 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 EMISSIONS LIMIT: (TONS PER YEAR): 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA► TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): 0.04035 0.04035 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR): 0.00000 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 140 of 439 f _ Air Pollution Control Division Permitted Facilities (APCDP) (TONS PER YEAR) 0.00000 STACK EFFECTIVE YEAR OF INVENTORY: 2017 EMISSION DATA SUBMITTED YEAR: 2014 EMISSION RELEASE POINT (STACK): MULTIMATIC DRY -DRY UNIT -- PERC USEAGE STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 0.00000 STACK HEIGHT: 0.00000 0.00000 STACK DIAMETER: 0.00000 STACK TYPE DESCRIPTION: FUGITIVE EMISSIONS, NO STACK EXISTS PLUME HEIGHT: 30.00000 EFFECTIVE YEAR OF INVENTORY: 2015 EMISSION DATA SUBMITTED YEAR: 2010 EMISSION RELEASE POINT (STACK): MULTIMATIC DRY -DRY UNIT -- PERC USEAGE STACK GAS FLOW RATE: STACK GAS FLOW RATE (NEI COMPATIBLE): (CUBIC FEET PER MINUTE): (CUBIC FEET PER MINUTE): 0.00000 STACK HEIGHT: 0.00000 0.00000 STACK DIAMETER: 0.00000 STACK TYPE DESCRIPTION: FUGITIVE EMISSIONS, NO STACK EXISTS PLUME HEIGHT: 30.00000 STACK POLLUTANT EFFECTIVE YEAR OF INVENTORY: 2017 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2014 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C..R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPCRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.40350 0.40350 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 0.00000 EFFECTIVE YEAR OF INVENTORY: 2015 POLLUTANT NAME: 127184 - TETRACHLOROETHYLENE (PERC) EMISSION DATA SUBMITTED YEAR: 2010 POLLUTANT IS A HAZARDOUS AIR POLLUTANT UNDER COLORADO SECTION 25-7-109.3 C.R.S: NO POLLUTANT IS A CRITERIA POLLUTANT: NO POLLUTANT IS REPORTABLE AS EPGRA (SARA TITLE III) COMPOUND ONLY: NO POLLUTANT IS A HAZARDOUS AIR POLLUTANT LISTED UNDER THE FEDERAL CAAA SECTION 112: YES Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 141 of 439 Air Pollution Control Division Permitted Facilities (APCDP) POLLUTANT IS A OZONE DEPLETING COMPOUND LISTED UNDER COLORADO AQCC REGULATION 15 SECTION 11.11.: NO ESTIMATED EMISSIONS: UNCONTROLLED ESTIMATED EMISSIONS: EMISSIONS LIMIT: (TONS PER YEAR): (TONS PER YEAR): (TONS PER YEAR): 0.04035 0.04035 ESTIMATED EMISSIONS WITH RULE EFFECTIVENESS: (TONS PER YEAR) 0.00000 UNIT COMMENT -NO COMMENTS REPORTED 0.00000 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 142 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) MAP ID# 16 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COD983796186 NAME: WESTLAKE DRY CLEANERS AND LAUNDRY ADDRESS: 2669 W EISENHOWER BLVD LOVELAND, CO 80537 CONTACT NAME: HWASEOG HAN CONTACT ADDRESS: 2669 W EISENHOWER BLVD LOVELAND CO 80537 CONTACT PHONE: 9706694055 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 0212312010 CERTIFICATION CERTIFICATION NAME: HWASEOG HAN HWA HAN CERTIFICATION TITLE: OWNER MGR OWNER TYPE: PRIVATE OWNER NAME: WARREN MILLER OPERATOR TYPE: PRIVATE OPERATOR NAME: WESTLAKE DRY CLEANERS AND LAUNDRY CERTIFICATION SIGNED DATE: 02/18/2010 05/04/2007 INDUSTRY CLASSIFICATION (NAILS) 81232 - DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN -OPERATED) SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 02/23/2010 NAME: WESTLAKE DRY CLEANERS AND LAUNDRY GENERATOR CLASSIFICATION: LARGE QUANTITY GENERATOR DESCRIPTION: LARGE QUANTITY GENERATORS (LQGS) GENERATE 1,000 KILOGRAMS PER MONTH OR MORE OF HAZARDOUS WASTE OR MORE THAN ONE KILOGRAM PER MONTH OF ACUTELY HAZARDOUS WASTE DATE RECEIVED BY AGENCY: 05/09/2007 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE DATE RECEIVED BY AGENCY: 11/1011997 NAME: WESTLAKE DRY CLEANING & LAUNDROMAT GENERATOR CLASSIFICATION: LARGE QUANTITY GENERATOR DESCRIPTION: LARGE QUANTITY GENERATORS (LQGS) GENERATE 1,000 KILOGRAMS PER MONTH OR MORE OF HAZARDOUS WASTE OR MORE THAN ONE KILOGRAM PER MONTH OF ACUTELY HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO LAST UPDATED DATE: 02/2312010 Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 143 of 439 Resource Conservation & Recovery Act - Generator (RCRAGR08) IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING A►ND ENFORCEMENT INFORMATION EVALUATIONS 0310312016 05/20/2015 0512012015 03/03/2015 03/06/2014 06114/2013 06/14/2013 02120/2013 03/07/2012 07/26/2011 04100/2011 VIOLATIONS FSD FACILITY SELF DISCLOSURE CEI COMPLIANCE EVALUATION INSPECTION ON -SITE FCI FOCUSED COMPLIANCE INSPECTION FSD FACILITY SELF DISCLOSURE FSD FACILITY SELF DISCLOSURE CEI COMPLIANCE EVALUATION INSPECTION ON -SITE FCI FOCUSED COMPLIANCE INSPECTION FSD FACILITY SELF DISCLOSURE FSD FACILITY SELF DISCLOSURE CEI COMPLIANCE EVALUATION INSPECTION ON -SITE FSD FACILITY SELF DISCLOSURE - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D039 F002 TETRACHLOROETHYLENE THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRI CHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLO►RO-1,2,2- TRIFLUOROETHAN E, ORTHO-DICHLOROBE NZEN E, TRI C H LOROFLUORO M ETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 144 of 439 Facility Registry System (FRSCO) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110002987091 NAME: GALLENSTEIN & ASSOCIATES I N C LOCATION ADDRESS: 999 E EISENHOWER BLVD #B LOVELAND, CO 80537 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: GALLENSTEIN & ASSOCIATES INC PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 145 of 439 Facility Registry System (FRSCO) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110002965471 NAME: HERITAGE FORD LINCOLN MERCURY INC LOCATION ADDRESS: 999 E EISENHOWER LOVELAND, CO 80537-3923 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: HERITAGE FORD LINCOLN MERCURY INC PROGRAM/S LISTED FOR THIS FACILITY ECOMAP - COLORADO RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAILS) 44111 - NEW CAR DEALERS Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 146 of 439 Facility Registry System (FRSCO) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION REGISTRY ID: 110008298706 NAME: POFFS AUTO BODY SHOP LOCATION ADDRESS: 999-1 /2 E EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER EPA REGION: 08 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: POFFS AUTO BODY SHOP PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 147 of 439 Underground Storage Tank Facilities (UST) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION FACILITY ID: 7190 NAME: CANYON FORD SALES ADDRESS: 999 E EISENHOWER LOVELAND, CO 80537 COSTIS LINK: http://costis.cdle.state.ca.us/facility.asp?h id=7190 TANK INFORMATION TANK ID: 19063 TANK TYPE: TANK PRODUCT: UNDERGROUND STORAGE 6 - USED OIL TANK (WASTE OIL) OWNER INFORMATION OWNER ID: 3383 NAME: LESTER GOLD ET ALI ADDRESS: 3600 S YOSEMITE ST DENVER, CO 80237 TANK CAPACITY: TANK STATUS: 500 CLOSED INSTALLATION DATE: NOT REPORTED Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 148 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110002965471 REGISTRY ID: 110002965471 NAME: HERITAGE FORD LINCOLN MERCURY INC ADDRESS: 999 E EISENHOWER LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 149 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110002987091 REGISTRY ID: 110002987091 NAME: GALLENSTEIN & ASSOCIATES I N C ADDRESS: 999 E EISENHOWER BLVD #B LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 150 of 439 Enforcement and Compliance History Information (ECHOR08) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION UNIQUE ID: 110008298706 REGISTRY ID: 110008298706 NAME: POFFS AUTO BODY SHOP ADDRESS: 999-1/2 E EISENHOWER BLVD LOVELAND, CO 80537 COUNTY: LARIMER FACILITY LINK: Facility Detail Report Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 151 of 439 Hazardous Waste Sites- Generator (HWSG) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION EPA ID: COD032115206 S ITE NAME: HERITAGE FORD LINCOLN MERCURY INC S ITE ADDRESS: 999 E EISENHOWER LOVELAND, CO 80537 S ITE COUNTY: LARIMER FACILITY TYPE: SQG STATUS: ACTIVE LINKS: http :llwww.e pa .g+ovlcgi -b i nlgetl c Report.cgi ?too 1=echo&I D N um ber=COD032115206 Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 152 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COD983778903 NAME: GALLENSTEIN & ASSOCIATES INC ADDRESS: 999 E EISENHOWER BLVD #B LOVELAND, CO 80537 CONTACT NAME: JAMES GALLENSTEIN CONTACT ADDRESS: 209 COMMERCE DR #1 FORT COLLINS CO 80524 CONTACT PHONE: 3032242465 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 09/09/1991 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 09/09/1991 NAME: GALLENSTEIN & ASSOCIATES INC GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION OWNER TYPE: PRIVATE OWNER NAME: GALLENSTEIN & ASSOCIATES INC OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 10/1712014 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 D002 IGNITABLE WASTE CORROSIVE WASTE Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 153 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) D018 BENZENE D027 1,4-DICHLOROBENZENE UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 154 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW FACILITY INFORMATION EPA ID#: COD059561472 NAME: POFFS AUTO BODY SHOP ADDRESS: 999-1/2 E EISENHOWER BLVD LOVELAND, CO 80537 CONTACT NAME: TOM POFF CONTACT ADDRESS: 999-112 E EISENHOWER BLVD LOVELAND CO 80537 CONTACT PHONE: 3036675062 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 09/1112000 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAICS) - NO NAICS INFORMATION REPORTED - SITE HISTORY (INCLUDES GENERATORS AND NON -GENERATORS) DATE RECEIVED BY AGENCY: 09/11/2000 NAME: POFFS AUTO BODY SHOP GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE OWNER TYPE: PRIVATE OWNER NAME: TOM POFF OPERATOR TYPE: NOT REPORTED OPERATOR NAME: NOT REPORTED DATE RECEIVED BY AGENCY: 08/31/1988 NAME: POFFS AUTO BODY SHOP GENERATOR CLASSIFICATION: NON -GENERATOR DESCRIPTION: NON -GENERATORS DO NOT PRESENTLY GENERATE HAZARDOUS WASTE CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 10114/2014 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RE CYCLE R: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 155 of 439 Resource Conservation & Recovery Act - Non -Generator (RCRANGR08) ENFORCEMENTS - NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 IGNITABLE WASTE F003 THE FOLLOWING SPENT NON -HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N -BUTYL ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F005 THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL KETONE,CARBON DISULFIDE, ISOBUTANOL, PYRIDINE,BENZENE, 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT - NO CORRECTIVE ACTION EVENT REPORTED - Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 156 of 439 Solid Waste Facilities (SWF) • MAP ID# 17 Distance from Property: 0.02 mi. (106 ft.) NW SITE INFORMATION GEOSEARCH ID: 897WTR NAME: HERITAGE FORD LINCOLN INC. ADDRESS: 999 EAST EISENHOWER BLV LOVELAND, CO 80537 COUNTY: NOT REPORTED CERTIFICATION ID: 897 FACILITY TYPE: REGISTERED TIRE HAULER TIRE RETAILER/WHOLESALER: YES HAULER: NO END USER: NO COLLECTION: NO PROCESSOR: NO MONOFILL: NO Back to Report Summary Ge�,Search www.geo-search.com 888-396-0042 Order# 86091 Job# 186574 157 of 439 Hello