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Home My WebLink About20140729.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0 8 0 3 1 0 4 0 0 0 0 2 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us) Legal Description Lot B Southeast Corner , Section 16 , Township 6 North, Range 65 West Zone District: , Total Acreage:68.238 , Flood Plain:Partial , Geological Hazard: Airport Overlay District: FEE OWNER(S) OF THE PROPERTY Name:Rodney L. Steely Work Phone# 970.396.1078 Home Phone# 970.339.9105 Email steelyks@yahoo_,com Address:20749 Highway 392 Address: City/State/Zip Code Greeley CO 80631 Name:Karen Steely Work Phone# 970.339.9105 Home Phone# Email steelyks@yahoo.com Address:20749 Highway 392 Address: City/State/Zip Code Greeley CO 80631 Name: Work Phone# Home Phone# Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name:Rodney L. Steely and Karen Steely Work Phone# 970.396.1078 Home Phone# Email steelyks@yahoo.com Address:20749 Highway 392 Address: City/State/Zip Code Greeley,CO 80631 PROPOSED USE: Construction of engineered steel 175'x100'(17.500 Sq Ft)Shop/Office Building on Five(5)Acres Including access and parking for 10 to 20 crude oil truck/trailers and perimeter fence. I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be inclu ed indicating that the signatory has to legal authority to sign for the corporation. 2. SI-K2., sk:/./-t • _ ) 3 Signature:`nwner or Authorized Agent Date Signature: Owner or Authorized A 'en to November 11, 2013 To: Weld County Department of Planning Services Greeley, CO From: Rodney L. and Karen Steely(Principals of Colorado Crude Carriers, Inc.) 115 East 4th Street Road Greeley, CO 80631 Re: Site Specific Development Plan And Use By Special Review(USR) Questionnaire(Property located at 20749 Highway 392 (Site), Greeley, Weld County, CO. 1. Applicants propose to build an approximately 175'x100' (17,500 square foot) shop/office building on this property south of an existing 100'x 60' (6,000 square foot) shop/office building formerly occupied by Fisher Lawn& Landscaping, Inc. under USR- 1526. Rodney L. and Karen Steely have acquired all of the corporate assets of Fisher Lawn& Landscaping, Inc. and the land and improvements at 20749 Highway 392, Greeley, CO 80631 from Richard K. and Tammi Fisher and will continue to operate the business under the new corporate name of Fisher Landscaping, Inc. Fisher Landscaping, Inc. provides landscaping and snow removal services to private and governmental entities in Weld and Larimer counties. Colorado Crude Carriers, Inc. is a crude oil transportation company delivering crude oil from production fields to refineries and pipelines in Colorado and Wyoming. The new building will be used by Colorado Crude Carriers, Inc. to service and repair five to ten crude oil truck/trailers daily and provide secured parking for ten to twenty crude oil truck/trailers. This property consists of approximately 68.238 acres of which 58.47 plus acres will be retained for agricultural crops (alfalfa) or designated flood plane. and 9.76 plus acres used for commercial/industrial use including the existing 100' x 60' shop/office building which will continue to be used by Fisher Landscaping, Inc. and the proposed 175' x 100' shop/office building and adjacent parking for Colorado Crude Carriers, Inc. 2. Applicants feel the proposal is consistent with the intent of the Weld County Code, Chapter 22 (General Provisions) Comprehensive Plan, as it allows for preservation of A. Private Property Rights B. Respect For Our Agricultural Tradition C. Fairness In The Land Use Change Procedure 3. Applicants proposal is consistent with the intent of Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located and complies with all rules and regulations thereof. USR Questionnaire (continued) 4. The property at 20749 Highway 392 (Site), Greeley, Weld County, CO. is already being used for both agricultural and industrial purposes and two existing oil and natural gas wells are located on the southwest portion of the site with a tank battery and separator unit. Adjacent property at 20759 Highway 392, Greeley, Weld County, CO is owned by the applicants, Rod and Karen Steely, and includes their personal residence and an approximately 3,000 square foot shop building as well as property retained for agricultural use. 5a Colorado Crude Carriers, Inc. will have between 15 and 20 employees on site during working hours and another 20 plus employees who will be on site for short periods of time during working hours. Fisher Landscaping, Inc. will have 2 to 3 employees on site during working hours and another 15-20 employees on site for short periods of time during working hours 5b. Colorado Crude Carriers, Inc. has 38 full-time employees of which 25 to 30 are working off site. Fisher Landscaping, Inc. has 15 to 20 full-time employees of which 13 to 20 work off site. 5c Colorado Crude Carriers, Inc. maintains office hours from 7:00AM to 5:00PM Monday thru Friday with some limited weekend hours when necessary. Its crude oil trucks and trailers are in operation off site 24 hours a day and may visit the Site periodically during daytime and nighttime hours. Fisher Landscaping, Inc. has hours of operation from 7:30AM to 4:00PM at its office although other employees will still be working at off site jobs. 5d. Applicants propose construction of an engineered steel building of approximately 175'x100' 17,500 square feet surrounded by an approximate 1,000' perimeter of steel fencing and security lighting. 5e. No animals will be kept on this Site. 5f. Vehicles accessing this site will private automobiles and small trucks and Class 8 crude oil trucks and trailers with Gross Vehicle Weight of 80,000# or less. On average, 10 to 15 trucks/trailers will access this Site during a 24 hour period. 5g. Property at the Site is within the Eaton Fire Protection District and fire protection is provided by the Eaton Fire Department, 50 South Maple Avenue, Eaton, CO 80615. 5h. Water source for the Site is provided by 4 Shares of The New Cache La Poudre Irrigating Company and 6 Shares of The Cache La Poudre Reservoir Company and 1 Irrigation Well Permit#11325-R and North Weld Water District Tap#3614. USR Questionnaire (continued) 5i. Sewer to the existing building at the Site is now provided by a private septic tank system Permit No. SP-0500412 (see attached copy) . Application will be made to Weld County Department Of Public Health And Environment for a permit to build an engineered private septic tank system for use by Colorado Crude Carriers, Inc. to meet all federal, state, and county,regulations. 5j. No storage or warehousing is proposed for the property at Site with the exception of parts/tire/fluids inventory used by Colorado Crude Carriers, Inc. in the normal course of business. There will be no storage of diesel fuel on Site. 6. Proposed landscaping for the Site will consist of a line of trees spaced 20' apart to attain a height of 15-20 feet and running on a line from the boundary line on the west to the access road on the east. Shrubs attaining a height of 3-5 feet will also be planted every 10-15 feet around the south and east sides of the perimeter fence. Agricultural crops (alfalfa)will continue to be planted on the south side of the proposed shop/office building to the boundary line at Highway 392. 7. If the Use by Special Review activity is terminated at the Site, reclamation procedures would include upkeep and maintenance of the landscaping and growing of agricultural crops. All personal property and hazardous materials would be removed from the shop/office building as required by federal, state, and county regulations. 8. Storm water drainage at the Site will flow to a holding pond on the south side of the proposed shop/office building and perimeter fencing in accordance with Weld County regulations and procedures. Approximately '/2 of the property at 20749 Highway 392 is classified as located within a 100-year flood hazard zone as the Sand Creek Lateral flows through the east %2 of the property from the north boundary to the southeast boundary at Highway 392 according to Flood Insurance Rate Map, Community Panel No. 0802660627C, dated September 28, 1982,prepared by the Federal Emergency Management Agency. The USR plat map furnished by Drexel, Barrell& Co. indicates the proposed shop/office building and parking area is outside of the flood zone. 9. Construction of the proposed 175'x100' shop/office building at the Site will commence upon approval by the Weld County Department of Planning with completion within 10-12 months. At that time landscaping at the Site will begin and completed within 1-2 months. Colorado Crude Carriers, Inc. is in discussions with Hall-Irwin Corporation, Milliken, CO. to provide a"turn key"proposal to include all site preparation, grading, and paving and construction of the required CDOT eastbound decelaration lane and construction of the engineered steel shop/office building. 10. Any storage of parts, fluids, and materials at the Site will be inside the shop/office building and stored,managed and disposed of per our Waste Management Plan that is written in accordance with requirements set forth by the Environmental Protection Agency and all other local, state, and federal regulation. RODNEY L STEELY KAREN STEELY ND/3 77/ r1ufie-4Ty 54 N,) Cl'4) 774L 4.07t'e; 1-07/4711i c_Aa. OldH I a I itt Yi 1=1 r(ril V l rr _ it I ' Jv 6i I /1 w0' 3y Nc)cl i y Z s7 e .9 4'I A4-42-4; s79r4Y �-• CO 4 Weld County Public Works Dept. ``' •.4 1111 H Street ACCESS PERMIT ..O ,t, i,r co P.O. Box 758 G Greeley,CO 80632 APPLICATION FORM �</C VJ°Q Phone: (970)304-6496 Fax:(970)304-6497 gpQlicCnt Property Owner(If different than Applicant) Name Rodney L. and Karen Steey Name _ Company Colorado Crude Carriers, Inc. Address Address 20749 Highway 392 City State Zip City Greeley State CO Zip 80631 Phone Business Phone 970.339.9105 Fax Fax 970,339.9302 E-mail_ E-mail steelyks@yahoo.com ♦= Existing Access A= Proposed Access Parcel Location&Sketch The access is on WCR Hwy 392 Nearest Intersection:WCR 41 &WCR 43 WCR 70 Distance from Intersection 1,372' Parcel Number 080316400002 11) 16/6 North/Range 65 West Section/Township/Range T rg ) ce Is there an existing access to the property?(J YES NO❑ N 3 3 Number of Existing Accesses 1 Road Surface Type&Construction Information +r� Asphalt I Gravel 0 Treated II Other fr/W y 3q:q Culvert Size&Type N/A E r/.577/AN: Gravel Roadbase y��/ E�� Materials used to construct Access 4,--;-;5,9:5" Construction Start Date 12/2013 Finish Date 06/2013 Proposed Use Temporary(Tracking Pad Required)/$75 [Single Residential/$75 ❑Industrial/$150 El Small Commercial or Oil&Gas/$75 ❑Large Commercial/$150 ❑Subdivision/$150 ❑Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? ❑No p USR EIRE ❑PUD ['Other Required Attached Documents -Traffic Control Plan -Certificate of Insurance -Access Pictures(From the Left, Right,&into the access) By accepting this permit,the undersigned Applicant,under penalty of perjury,verifies that they have received all pages of the permit application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the authority to sign for and bind the Applicant,if the Applicant is a corporation or other entity;and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws regarding facilities construction. i Signatur Printed Name knr-rn .� tc5fcr.Ir1 Date ci , a/oj I Approval or Denial will be issued in minlmu o days. Approved by Revised Date 6/2 10 � % r-02‘.— /a Weld County Property Information 1 I 46 WELD COUNTY Colorado plwyklitirolOnNts t f •4 ;; I e +� • 1 I.1 R¢ S ' ,` ��, I. D. 4g �, z 1 ,, l g t it gtdS &,d! ' 1 - I' , , `• A ,'r :I.. ' , , I 1- , f• ,,, 1 i i/-;^ (t°,24'; '$ i ' lilt . ,. 1..:. AkiN.k ( , ! b so. sue; N / I F 11i . • ri 4\ , ' 1 fi 4 I 1 i w _, a t. - I) :,- it , , V 1 f 'fl • % ' ` c Dr } , ' !S I 1044 1000wi0 )906 n c rr ! l- 11,: ... A USR&RE APPLICATION(S) RODNEY L. and KAREN STEELY PARCEL NO. 080316400002 20749 HIGHWAY 392 GREELEY, CO 80631 (PROPERTY MAP W/EXISTING BUILDING) http://propertyinfo.co.weld.co.us/?version=3 8/8/2013 Weld County Property Information 1 • 46 WELD COUNTY Colorado :_ I y: f e ?tom Iynrax Pn _ - �_ r �,,,-,r1 . t . ' i __ 3). . ,,I,F., .., • : iir . / Iii. ,., v , , i L.. .11 . ..: . ,. " ri ',-. „ :: ,..,, . u: , i • 'itt ,' ' . , + .1 iUM 4. 1 7 t ti }} l I i 1 • OI' 1_ N`„ 1'14, ..�:_ 4 ''1 ., ' I\ ,) IAt C .. ti Ii; t‘ • . , ',.• 1 5 / rt 4i + 104 39.50-VI a0'29'06`t t ?. .4 ` ;IK USR&RE APPLICATION(S) RODNEY L. &KAREN STEELY PARCEL NO. 080316400002 20749 HIGHWAY 392 GREELEY, CO 80631 (PROPERTY MAP W/PROPOSED BUILDING &PERIMETER FENCING) http://propertyinfo.co.weld.eo.us/?version=3 8/8/2013 FOR COMMERCIAL SITES,PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Colorado Crude Carriers, Inc. Phone:970.339.9105 Address:20749 Highway 392 City, ST,Zip:Greeley,CO 80631 Business Owner:Rodney L.Steeley and Karen Steely Phone:970.396.1078 Home Address:20759 Highway 392 City, ST,Zip:Greeley,CO 80631 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Rodney L. Steely President 20759 Highway 392 Greeley,CO 80631 970.396.1078 Karen Steely Sec-Treasurer 20759 Highway 392 Greeley,CO 80631 970.396.1078 Business Hours: 24 Hours Days:Daily Monday thru Sunday Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: Location of Safe: HiM*N*N*iiiN+f/raNk•***HH*fiMNKr•RMiAKMiMii*♦ *****tKkK*►r*HN*NfH* *M******M1NMfMfilfifi MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: 11 Location(s):(2)Doors East Side(2)Doors South Side (2)Doors North Side (5)12'x14'Entry Bay Doors South Side Is alcohol stored in building?No Location(s): Are drugs stored in building?No Location(s): Are weapons stored in building?No Location(s): The following programs are offere. - - a public service of the Weld Coun riffs Office. Please indicate the programs of interest. rA Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical:Not Available Gas Shut Off:Not Available Exterior Water Shutoff:Not Available Interior Water Shutoff:Not Available Weld County Treasurer Statement of Taxes Due Account Number R3130504 Parcel 080316400002 Assessed To FISHER RICHARD K 1942 27 AVE GREE.T.PY,CO 80634 Legal Description Sites Address PT S2 16-6-65 LOT B REC EXEMPT RE-3779(I.I0D.58R) 20749 392 HWY WELD 000000000 Year Tax Interest Fees Payments Balance Tax Charge 2012 $4.961.52 $24.81 $0.00 (S4.986.33) $0.00 Total Tax Charge $0.00 Grand Total Due as of 09/23/2013 $0.00 Tax Billed at 2012 Rates for Tax Area 3868-3868 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 16,8040000* $1,354.23 WAREHOUSE/STORA $33,000 $9,570 SCHOOL DIST RE2 25.1 820000 $2,029.41 GE-LAND NORTHERN COLORADO WATER 1.0000000 $80.59 WAREHOUSE/STORA $207,719 $60,240 GE-IMPS. (NC EATON FIRE 9.0000000 $725.31 AG-FLOOD $37,031 $10,7401 IRRRIGATED LAND AIMS JUNIOR COLLEGE 6.3180000 $509.17 AG-GRAZING LAND $121 $40 HIGH PLAINS LIBRARY 3.2610000 $262.81 Total $277,871 $80,590 Taxes Billed 2012 61.5650000 $4,961.52 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1,REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer•P.O. Box 458, Greeley CO 80632•1400 N 17th Ave,Greeley CO 80631 •(970)353-3845 ext.3290 Weld County Treasurer Statement of Taxes Due Account Number P0021320 Parcel 080316400002 Assessed To FISHER LAWN&LANDSCAPE INC 20749 HIGHWAY 392 (7REELFY,CO 80631 Legal Description Situs Address PT S2 16 6 65 LOT B REC EXEMPT RE-3779 20749 392 HWY GREELEY 000000000 Year Tax Interest Fees Payments Balance Tax Charge 2012 $193.93 $0.00 $0.00 ($193.93) $0.00 Total Tax Charge $0.00 Grand Total Due as of 09/23/2013 $0.00 Tax Billed at 2012 Rates for Tax Area 3868-3868 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 16.8040000x' $52.93 EQUIP,FURN,MACH,C $10,874 $3,150 SCHOOL DIST RE2 25,1820000 $79.33 OMM NORTHERN COLORADO WATER 1.0000000 $3.15 Total $10,874 $3,150 (NC EATON FIRE 9.0000000 $28.35 AIMS JUNIOR COLLEGE 6.3180000 $19.90 HIGH PLAINS LIBRARY 3.26I0000 $10.27 Taxes Billed 2012 61,5650000 $193.93 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1,REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer•P.O.Box 458,Greeley CO 80632•1400 N 17th Ave,Greeley CO 80631 •(970)353-3845 ext.3290 I September 44, 2013 2-4 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION APPLICANT - RODNEY L. and KAREN STEELY PARCEL NO. 080316400002 20749 HIGHWAY 392 GREELEY, CO 80631) EXTERIOR LIGHTING PLAN Rodney L. and Karen Steely, 20759 Highway 392, Greeley, CO. 80631 , have applied for a Subdivision Exemption for property they have acquired at 20749 State Highway 392, Weld County, Colorado. This property consists of approximately 68.238 acres of land on which they are applying for a permit to build an 125 'x100' (12,500 Sq Ft) shop and office building for use by Colorado Crude Carriers, Inc. (CCC, Inc.), Greeley, CO. Rodney L. and Karen Steely are the principals of CCC, Inc. The building and surrounding access and parking area for trucks and trailers will have perimeter fencing of approximately 2,000' with a 20' gate opening. Perimeter lighting will consist of eight (8) high pressure sodium or low pressure lighting units mounted on 30' foot aluminum poles spaced every 100' with (2) lighting units on each side of the gate. High pressure and low pressure sodium lighting provides sufficient light for night activities and security without the light pollution and glare associated with other forms of lighting. This lighting is used in many applications including industrial, commercial, street, and security lighting. See attached exterior lighting information. Rodney L. and Karen Steely Gay A, n Sodium-vapor lamp - Wikipe'"g, the free encyclopedia Page 1 of 7 Sodium-vapor lamp From Wikipedia, the free encyclopedia A sodium-vapor lamp is a gas-discharge lamp that uses sodium in an excited state to produce light. There are two varieties of such lamps: low pressure and high pressure. Low-pressure sodium lamps are the most efficient electrical light sources, but their yellow light restricts applications to outdoor lighting such as street lamps. High-pressure sodium lamps have a broader spectrum of light but poorer color rendering than other types. Because sodium-vapor lamps cause less light pollution than mercury- vapor lamps, many cities that have large astronomical observatories employ them.l11 A low pressure sodium streetlamp at full power Contents ■ 1 Low-pressure sodium • 1 .1 Light pollution considerations ■ 1 .2 Film special effects • 2 High-pressure sodium ¢ '. ■ 2. 1 "White" SON • 2.2 Theory of operation ■ 3 End of life in 4 ANSI HPS ballast codes ■ 5 See also • 6 Notes • 7 References A sodium vapor lamp Low-pressure sodium Low-pressure sodium (LPS) lamps have a borosilicate glass gas discharge tube (arc tube) containing solid sodium, a small amount of neon, and argon gas in a Penning mixture to start the " gas discharge. The discharge tube may be linear (SLI lamp) [2] or U-shaped. When the lamp is turned on it emits a dim red/pink An unlit 35W LPS/SOX lamp light to warm the sodium metal and within a few minutes it turns into the common bright yellow as the sodium metal vaporizes. These lamps produce a virtually monochromatic light averaging _ -- a 589.3 nm wavelength (actually two dominant spectral lines very close together at 589.0 and 589.6 nm). As a result, the A running 35W LPS/SOX lamp http://en.wikipedia.org/wiki/Sodium-vapor_lamp 7/7/2013 Sodium-vapor lamp - WikipeA i, the free encyclopedia Page 2 of 7 colors of illuminated objects are not easily distinguished because Lo,,,, Pressor* Sodium (SO) they are seen almost entirely by their reflection of this narrow too bandwidth yellow light. 3 so 74 64 LPS lamps have an outer glass vacuum envelope around the inner discharge tube for thermal insulation, which improves their 40 • efficiency. Earlier types of LPS lamps had a detachable dewar 4 20 • tics jacket (SO lamps).i31 Lamps with a permanent vacuum envelope 0 - 400 500 two rocs O0 (SOI lamps) were developed to improve thermal insulation.J4l Wavelength (nmf Further improvement was attained by coating the glass envelope Spectrum of a low-pressure sodium with an infrared reflecting layer of indium tin oxide, resulting in lamp. The intense yellow band is the SOX lamps.151 atomic sodium D-line emission, comprising about 90% of the visible LPS lamps are the most efficient electrically powered light light emission for this lamp type. source when measured for photopic lighting conditions—up to 200 Im/W,161 primarily because the output is light at a wavelength near the peak sensitivity of the human eye. As a result they are widely used for outdoor lighting such as street lights and security lighting where faithful color rendition was once considered unimportant. Recently, however, it has been found that under mesopic conditions typical of nighttime driving, whiter light can provide better results at lower power.M LPS lamps are more closely related to fluorescent than high intensity discharge lamps because they have a low—pressure, low—intensity discharge source and a linear lamp shape. Also like fluorescents they do not exhibit a bright arc as do other High-intensity discharge (HID) lamps; rather they emit a softer luminous glow, resulting in less glare. Unlike HID lamps, which can go out during a voltage dip, low pressure sodium lamps restrike to full brightness rapidly. LPS lamps are available with power ratings from 10 W up to 180 W; however, longer bulb lengths create design and engineering problems. Another unique property of LPS lamps is that, unlike other lamp types, they do not decline in lumen output with age. As an example, mercury vapor HID lamps become very dull towards the end of their lives, to the point of being ineffective, while continuing to consume full rated electrical use. LPS lamps, however, do increase energy usage slightly (about 10%) towards their end of life, which is generally around 18,000 hours for modem lamps. Light pollution considerations For placements where light pollution is of prime importance, such as an astronomical observatory parking lot, or a large city nearby an astronomical observatory, low pressure sodium is preferred (such as in San Jose).18 Such lamps emit light on just two dominant spectral lines (with other far weaker lines), and therefore is the easiest to filter out. One consequence of widespread public lighting is that on cloudy nights, cities with enough lighting are illuminated by light reflected off the clouds. As sodium vapor lights are often the source of urban illumination, this turns the sky a tinge of orange. If the sky is clear or hazy, the light will radiate over large distances, causing large enough cities to be recognizable by an orange glow when viewed from outside the city. Film special effects http://en.wikipedia.org/wiki/Sodium-vapor_lamp 7/7/2013 LPS Low Pressure Sodium Gr"eral Information I SiteLighting.com - Architectural Outdo... Page 1 of 4 SiteLighting.com: Architectural Outdoor Lighting Solutions featuring Gardco and Emco Luminaires and Poles Outdoor Lighting Products and Information for the Professional Lighting Designer • Go to Search Box ( Access Key : "s"). • Go to Full Site Navigation. • Go to Accessibility Page (Access Key : "a") Ate . . _ .. t. a k j e- LPS Low Pressure Sodium Philips Gardco's low pressure sodium lighting luminaires combine one of the most efficient light sources available with advanced optical technology. Through our sharp cutoff reflector systems with wide, uniform and glare-free light distribution, these luminaires are unequaled in performance and efficiency by any other low pressure sodium unit. Two distribution patterns are available; a rectangular pattern for area applications (A) and an asymmetric distribution for perimeter lighting (P). The luminaires may be arm mounted (LA) or side mounted (LSA) on extruded aluminum arms. • II Follow us on Facebook • Follow us on Twitter • `1 Subscribe to RSS • Privacy Policy • Contact Us • Ilome • Products • Literature http://www.sitelighting.com/Products.cfm?Brand=gar&ProLine=LPS&Style=lps 7/7/2013 LPS Low Pressure Sodium G-s‘eral Information 1 SiteLighting.com - A rnhitectural Outdo... Page 2 of 4 • Photometry • TechTalk • Sales • About Us • Basic Product Information • Submittal Data Sheet • Product Brochure • Photometry (IES Files) • Lamp Selector • System Wattage • Detailed Specifications • Ordering Matrix • IDA Dark Sky Approved • Installation Sheets PHILIPS Opl GARDCO Sunday, July 07, 2013 Search Philips Gardco Lighting • 1611 Clovis Barker Road, San Marcos, TX 78666 • (512) 753-1000 • (800) 227-0758 • Fax: (512) 753-7855 CO Copyright 1996-2013. Koninldijke Philips Electronics N.V. All rights reserved. http://www.sitelighting.com/Products.cfin?Brand=gar&ProLine=LPS&Style=lps 7/7/2013 Commercial Energy Systems - High Pressure Sodium Page 1 of 3 ther SMUD SACRAMINTU MUNICIPAL UIILIIY UISTRIC1 I In, P.WWI( 11i IT., MI 1(1" .. Commercial Energy Systems Technologies > Lighting ' Search High Pressure Sodium Go contents Types High pressure sodium (HPS) lamps are the most efficient member of the HID Facility Technologies family where some degree of color rendition is important. Standard HPS Space Cooling lamps produce a golden white light when they reach full brightness. Many Chiller Designs Space Heating recognize them as the familiar golden light from street lights, one of their Dehumidification principal applications. There are versions of the HPS lamp designed for Water Heating Food Service Equipment indoor use with improved color over standard HPS lamps, but the Lighting improvements come at the cost of shorter lamp life and lower efficacy. These Security lamps are now a readily accepted light source in industrial plants and also are Façade Lighting P 9 Landscape being used in many commercial and institutional applications. Parking Lots Sporting Events/Ball Fields Advantages Occupancy Sensors Fluorescent High Intensity Discharge • Most efficient member of the HID light family, 7 times as efficient as Incandescent High Pressure Sodium incandescent and over 2 times as efficient as mercury vapor. Low Pressure Sodium • Warm-up period is 3-4 minutes, which is somewhat less than that of a Metal Halide Mercury Vapor mercury vapor or metal halide lamp. Maintenance Programs • Long lamp life -- 24,000 hours. Lighting Recycling • Excellent lumen maintenance. Resource List Street and Area Lighting • Wide range of lamp types with wattages ranging from 35 to 1000 watts. Exterior Lighting • Most HPS lamps can operate in any position. Distributed Generation Power Quality Enhancement Disadvantages Motor Selection Airside Equipment Other Technologies Building Design • The light produced is a golden white color, which may not be appropriate for certain applications. • Requires a ballast. • Once started can take from five to ten minutes to reach full light output. They also require at least a one minute cool-down to re-strike. • End of life is characterized by on-off-on cycling, and continued operation can damage the lamp ballast if not replaced quickly. Applications High Pressure Sodium lamps are recommended in a wide variety of applications including industrial, commercial, street, and security lighting. These lamps are extremely efficient when compared to incandescent and fluorescent and that makes them particularly suited for energy efficiency applications. The wattage at which an HPS lamp operates will vary from its nominal rating depending on the ballast, the supply voltage, the lamp voltage and the fixture design. When planning an HPS installation, it's important to take these variables into account as the lumen output of the lamp vanes with the wattage. hap://smud.apogee.net/comsuite/content/ces/?idh 1175 7/17/2013 Commercial Energy Systems --Iigh Pressure Sodium Page 2 of 3 Regardless of operating position, High Pressure Sodium lamps produce the same lumen output. Position also has no effect on other lamp operating characteristics. With appropriate ballasts, High Pressure Sodium lamps can start at ambient temperatures of -40F and even lower. HPS lamps are designed so that, once the arc has been established, they'll warm up to full wattage and light output at any temperature. Best Applications These lamps also provide high intensity light. This feature is useful for high mounting applications such as street lighting or industrial lighting where fixtures are mounted greater than 15 feet from the workplane. Applications to Avoid When color characteristics are important, standard High Pressure Sodium lamps generally are a poor choice. These lamps have relatively low color rendering qualities making them inappropriate for retail applications and in task areas where high precision and color recognition are important. Some manufacturers have addressed this color issue by developing lamps that are color improved. These lamps offer CRIs up to 80. This is comparable to fluorescent fight. They also have a cooler color appearance that closely resembles incandescent light. High Pressure Sodium lamps are also inappropriate in areas where lights are turned on and off fairly frequently. Since these lamps have a restrike time of about two minutes they are best left on for long periods of time. Technology Types ( Resource) Recent technological advances have resulted in the introduction of a new color-corrected High Pressure Sodium lamp, which produces light with a dramatically improved color appearance and color rendering properties. In fact, the quality of light from these lamps closely approaches that of incandescent lamps. Efficiency Maintenance of lighting systems that are mounted on high ceilings or tall poles outdoors can be very cumbersome and costly. The 24,000 hour lamp life of High Pressure Sodium lamps reduces the frequency of lamp replacement and thus saves maintenance costs. Compared with fluorescent lighting systems, High Pressure Sodium systems are rather expensive to purchase and install. However, the increased energy efficiency of these systems far outweighs the additional up front cost resulting in achieving payback in just a few years. http://smud.apogee.net/comsuite/content/ces/?id=1175 7/17/2013 Commercial Energy Systems 'Nigh Pressure Sodium Page 3 of 3 Manufacturers Lamp Manufacturers General Electric Philips Sylvania/Osram Ballast Manufacturers Advance General Electric Howard Magnetek Sylvania/Osram HID Pulse Start Lamps and Ballast Manufacturers Advance CEW Venture Lighting Lighting Energy Service Companies International Energy Conservation Systems (IECS) National Energy Services NES Wheatstone Energy Home I Help Mail Online Solutions for the Energy Industry © 2013 APOGEE All rights reserved All volumes, pages and graphics are copyrighted by APOGEE Interactive, Inc and may not be copied and/or redistributed in any form without prior written consent http://smud.apogee.net/comsuite/content/ces/?id=1175 7/17/2013 Hazardous Location HPS List Fixtures by KILLARK - Hazardous LP —ition Lighting Fi... 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Items Z '1.00 on all orders of 550 or more'al ® : ; '•T5`1r ti 1<►[o:T[D nstrormG Also AVA LA•tt �7 „ Adv anced Iii Search mote than 400.000 unique items in \totk Search rest may not be a precise match for product&ands All Categories About Us Contact Us Using Our Site Open Account Biting Catalog Request Questions/Feedback Hazardous Location HPS Light Fixtures KILLARK Hazardous Location Lighting Fixtures urn WILINS NS[I NW ; Description : Lamp Type : High Pressure Sodium, Lamp Included : No, Housing VIEW 01 ' FEATURED Material : Copper-Free Akininum, Housing Finish : Tan, Lamp Quantity : 1, item PRODUCTS SPECIALS High Pressure Sodium Light Fixture, Fixture Type : Hazardous Location Narrow by - Products that meet ycUr cries are shown to labte bec-v Lamp Watts 400 Length (In.) 11-114 Height 22-114" 70 107 1T0 ) ( 3 13'iG 1 : -77 r Lamp Designation S51 Fixture Wattage 400 Mounting - I- 75J CD C- r.� F' -.cant C:a1 Ambient Temp. Range -40 Degrees F Length 11-114" Ambient Temp. Range(F) -40 • 8.13/16" 11-1/4' 13-0/16' -40-149 -40.131 -40 Width (In.) 11-1/4 Voltage 120-206-240-277 Mfr.# EZS400D4G 8.13;16 11-1/4 11-7/8 • • aClick for images of all products Width 11.1/4" Height (In.) 22-1/4 <CUM litECIM$/MSII IMF > fi-13/16' 11.114" 11-718" 3.7;8 5-3/8 11.15/16 18 22-1/4 Description/Special Features Suggested Lamp Item No. . '2.- 1 1/4' Hub • • Product Description : High Pressure Sodium Light Fixture, Hazardous Location Fixture Type, High Pressure Sodium Lamp Type, Lamp Quantity 1, Lamp Designation 551, Lamp Watts 400, Suggested Lamp Item No. 4V629, Fixture Wattage 400, Voltage 120-208-240-277, No Lamp Included, Ambient Temp Range -40 Degrees F, Housing Material Copper-Free Aluminum, Tan Housing Finish, Length 11-1/4 In , Height 22-1/4 In , Width 11-1/4 In Standards : Class I, Div 182 Groups C,D / Class I, Zone 1&2, Groups FIB, IIA/ Class I, Zone I, AEx d 118 / Class II, Div 182, Groups E,F,G / Class III, Div 182 / Suitable for wet locations, Marine / NEMA 3, 4, 4X / Factory Sealed, Includes : 2PDD2 Mounting Box 25 Deg Stanchion Return TO Top• Like This Product Options Product? 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Return To Top is Optional Accessories Page 1/2 T ,' fhtt 4 Ceiling Box Glass Globe Mounting Box Mounting Box Mounting Box Mounting Splice High-Pressure Ceiling Pendant Wall Bracket Box Pendant Sodium and Mercury Vapor KILLARK KILIARK KIL.I ARK Kid ARK KILLARK KII LARK Lamps $20.45 $12.34 - $89.61 $106.04 $61.86 $172.80 $32.27 VAI UE BRAND $6.99 - $14.99 Category Home > Lighting, Flashlights& Batteries > Hazardous Location Fixtures > Hazardous Location Lighting Fixtures Home > Electrical and Lighting > Lighting Return To Top• http://www.zorotools.corn/g/00095303/k-G0707971 ?srccode=cii 9324560&cpncode=31 - 1 ... 7/14/2013 Hazardous Location HPS Ligbt Fixtures by KILLARK - Hazardous Location Lighting Fi... Page 2 of 2 _, The Legal Stuff 1 Pnvacy Stuff I About Our Ads J Payment & Shipping I FAQ's I Careers I We're social follow us' ©® ©0 dB ilkit Aii »� super LOW prices • super GREAT service Cot�lie •-' A - !'i " a awe Wei' Checkout proteced0t1 Zoro Tools, Inc AD nghts reserved , ••• http://www.zorotools.com/g/00095303/k-G0707971 ?srccode=cii_9324560&cpncode=31-1 ... 7/14/2013 GE LIGHTING High Pressur^ Sodium Lamp, ED18, 400W - HID Lars and Bulbs - 4V... Page 1 of 2 GRAnkrGERSign In I Sign Up for Email I New Customer? Register Now I I Help ! !!fl Catalog I Find a Branch I Cart Contains: (0) Items PRODUCTS RESOURCES I SERVICES I WORLDWIDE I REPAIR PARTS I Enter keyword or part number Lighting > Lamps > HID Lamps and Bulbs Alternate Products GE LIGHTING High Pressure Sodium Lamp, ED18, 400W More Alternate Products I \Mite a Review I Read all Reviews I Read all Ask & Answer Share This Product High Pressure Sodium Lamp, Lamp Shape ED18, Base Type Mogul Screw (E39), Lamp Designation LU400/SBY/XL, 400 Watts, ANSI Code 551, Color Temp. 2000K, CRI 22, Initial Lumens 50, 000, Mean Lumens 45, 000, Max. Overall Length (In.) 9-3/4 In., Lamp Finish Clear, Fixture Type Open/Enclosed, Mounting Position Universal, Max. Overall Length 9-3/4 In., Lamp Dia. 2-1/4 In., Average Life 40, 000 hr., Meets 2012 Lighting Legislation Energy, Light Center Length (In.) 5-3/4 In. el Grainger Item # 4V629 . y'' High Pressure Sodium \ Lamp, ED18, 400W Price (ea.) $40.28 - t Brant GE UGHTING Brand GE LIGHTING Grainger Item it: 6ZFX9 Price(ea.): $107.10 Mfr. Model # LU400/SBY/XL Qty UNSPSC # 39101617 Ship Qty. 1 itLE Customers Also Viewed Sell Qty. (Wit-Cali) 1 1411 _ ar Ship Weight(Ibs.) 0.4 Clearance - limited quantity aLt Availability available Er Catalog Page No. N/A Quartz Metal Halide Lamp, Enlarge Image ED37 400W Country of Origin USA Brand: GE LIGHTING (Country of Origin is subject to charge.) Grainger Item#: 2V658 Price: $28 90 Qty. I Qty Price shown may not refecr your pr ee Sign in or register en s° Availability Use your ZIP code to estimate availability. 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Model N Availability Ell Price Price: 19.67 Qty High Pressure Sodium Lamp, ED18, 400W >More Details GE LIGHTING r Country of Origin: Hungary 1U4001SBYIXL/ECO Typically it Stock Ill $107.10 0 62FX9 11:.;:ifr rsj Safety Glasses, Clear, Scratch- Resistant Be the First to Vlkite a Review Brand: 3M Grainger Item ft 4DY81 I . -_'i ___ _r_ I 1f Add to Order p";rl LMi°iii°'rI Price: $3.32 Qty Customers Also Bought 1 of 5 Striping Paint, Yellow, 18 oz Brat RUST-OLEUM Grainger Item It: 6A938 Price: $13.16 Qty http://www.grainger.com/Grainger/wwg/search.shtml?searchQuery=4V629&op=search&... 7/14/2013 GE LIGHTING High Pressur- Sodium Lamp, ED18, 400W - H113 Lars and Bulbs - 4V..• Page 2 of 2 ierish rW s 2.3. gilitibibs if 1 0 Measuring Tape, 25 Et at 1 Battery Pack, 181/, NiCd, Rust Preventative Spray Hose,Air, 318 to IDx1/4 Retractable Knife,WM In, In1Ft, Bottom 24Alhr. 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Grainger, Inc.All rights reserved. http://www.grainger.com/Grainger/wwg/search.shtml?searchQuery=4V629&o-p=search&... 7/14/2013 G September -Y, 2013 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION APPLICANT — RODNEY L. and KAREN STEELY (COLORADO CRUDE CARRIERS, INC.) PARCEL NO. 080316400002 20749 HIGHWAY 392 GREELEY, CO 80631 DUST MITIGATION PLAN During the construction phase of the project contractor(s) will utilize water trucks to maintain dust suppression at the Site. Also, the Storm Water Management Plan will be followed to mitigate soil erosion during the construction phase. After construction is completed the site will be stabilized using native vegetation, which will not be allowed to grow over 12" high. Site is also surrounded by irrigated growing crops including alfalfa which will help with dust mitigation. Additionally, Colorado Crude Carriers, Inc. will maintain the existing gravel access road and parking and circulation pattern. In addition, a water truck will be utilized to control dust after construction. Vehicles entering and leaving the site will also be restricted in speed to reduce the amount of dust generated. RODNEY L. and KAREN STEELY (COLORADO CRUDE CARRIERS, INC.) TreeWes Irortrumrs4 C41 irks II flag MIS Ili I tir VI IS I it Ina rus .• _ � _ � � � _ .l•.._ - � _ ,eN. _.�_t _ .._ Luluttitiu �..zuue etlitneiS Weld County. Colorado A . .r.. ..•i '}AI ravwval, ale I v PREPARED FOR: .'t : _ /'�_ -a_ ___4• . guiti U( tu Rod Steely 115 East 4th Street Road Greeley, nfl 8i0/U ! 11H: (ii0i) 3:39-9105 PREPARED BY: Drexel, Barrel; a Co. 18001II meet Bould%l, Coleratio 30301 r' _ ._ 1 _. _ 1 . n _.. .1 r. t i _ .. _ nr L.ut Iluc.:t; ruut u. 1Vluteuu., FE Drexel aorreii Project Number: 20573-00GRI 'C Mr- 11! s__ _ _ t wt_ i_it if tart tC. titzuitly Colorado Crude Carriers Tnbla of Cnntantc - — - — — - — — - -- — - --— r i�sjc�.s recaa rt. '.s�swir II !rs�C s-Vet/CIVICia tl%1I$f� , V 3.0 Ealing 014 Projected Boclwrotirld Dank Groan.•••••••••••• ..•N••••••M»11••.•»• 9 4.0 Site Genercieci Traffic and Disisibulion 5.3 Projected.jecse steal m oan.. iir 6.0 Level of Service A k...NN••MN.M•.NM...••.•.•..M••••MOO,..•..MOWS.•._N►•. *.WIMP••N.eennen••N.•N?VIP••••.•.••NN.•.•M.••1111 1 9 7.0 Sue Access iiecommendauoin nu Conclusions - - Tables and Figures Table 1 : Trip Gene:o :n iaoie 2: revel of Service Figure is Sit1!&??'!°! r! rti_ T t i vic u: st.Vi .,. TUBIL;Mal u iiUUii Figure t 2030 Background la r°a t_ r►A+ r art _ a : W_ .. P%! &J -. -=SI - r a : to ::-_ aa:•Y•e � �:s us_: , s s - t :Pi ss Fa_:=- eE. E rt .. ..-lam 1 . flf1 ifR Ste re.t_ _ ert a �_�.Min l�t_Z�tL,.. itl/ril i Iuvtc u. Luuu Ste venerGitr.L7 Bair/ . a ialilliti,sn ffa aYt _____ 7_ sat !' T _ t_-■ _ f ajfe J � £Ui -- iO1L3 I MO - eta--a;e fir.C. 233 11%ggtAl II ton sta. Appendices f f i!IC C, .>< ,t ayarihrinv s..un.vlulnsrsi - _ !_ .__. f _ l-_. . _ n „.-.7- -- T.r i.ururuuv L.ruuC t...urrre►. ►ij 1 7 n Drr+iarr I tntrriantirin 1 •V 1 1v,v 1 ► 1 Vvvva arrows 1 This Traffic Study examines the effects of site-generated traffic on the roadway system near the intersection of Stale Highway 392 and Weld County RoadA'� Tinto analysis iinr+ir inler-.t. irnnr,rbFr+ frsr +Lsrs projected k.1 ri r4rs, it Year f?fll 1C 11oad df,J. 1 I l includes impacts I J for the p1 ojec I edd A/v11\dou I I e1A1 20 1 .J and long-range planning Year 2030. C esrrvnln min. C - n4,-.rr r.es it tin rsil .-.nr-) rvr.r r,.Inc+r.nl to rr4 v+r,r inre .-+.-.. ..^+ 4F.�rv} \.VIVI %...41/4.41/41%...41/4.41/41VI LJL4 %...91/4.41%...91/4.41 .1 I Mal J9 II 11 . IJ VII VII u 1.1 IA y%JJ I L.IL4IGiIA II LPL,"Mil I 1.V$ I lt./1.II I. .y I I ILl I has outgrown its current space and is in the process of purchasing a 68.238 acre parcel of land at 20749 State Highway 392 near the northwest corner of C+rv+r. l..l:ni-..arr. , 'ton ,- - n lAlr-.1r.1 C15. in+. , Dr.rrl A'? TI-.ir ear% it r--r iris.+1. , . r r.l 1-st e .J 1 1/44 I C I I I J I s t r 1A y VI L 1/4.4$ .1A VT C 11A �V V I 11 y I\V\.I1A 'TJ. 1 1 113 3I I Ci I J 1/461/4;11 1/4>I 11 7 t..;.) 1/4.4 1Ci 'ay Fisher Lawn & Landscaping, inc. and includes a 6,000 square foot shop/office building and materials/equipment storage on about seven acres r.+ tine. r.rest-.nri. . TFnet-. re.r n re;nir+r-, "se.-.ry it P%r.ir.r. a . A re...4 +.-.r rer.rir ' .i+. heal . .-►, rr . r,r r.r V I 11 11i )JI V�./C l I y . I I I1.. ICI 1 meson Ill 11J. 1AI G1A r3 141C.01 11I la VJ1i1 11/411 1Aa111..1/1I V, 1/4.41 l,Jvl j./VJCJ and an oil well. Adjacent to this site is a 4.71 acre parcel, 20759 State Highway 392, that is owned by the Colorado Crude Carriers' owners and inr'�i. .rlr.t r er.e.;e 4 re n re re"r4 r tn✓.rrr+r. tinr..n i-.. .ilydinr Tine.rr. +. air. ri+rlr rlresemei. , 11 11..t*J A1.3J 1A I CiJI1A1_I 11.Ci 1A1 IV 1A JCf11Af V IC Of 11/411.1 1/411/4/111/4.411 14 1111i3G I •1/ V 311 CJ %All Cl.f1d y share a single access point on the north side of State highway 392 located about 1 ,300 feet west of Weld County Road 43. This is also planned as the r r-.1 r-. access after thee Colorado rr+.r4 erode rr4 mire.yr ►rt . ♦rn 4i-. rtit r-►.r• r,v4r r.rc ki-,r� JV1e Li ...�..ess of ter rh fe Volor,. do e1 ode CUtha a e i n r c it IIv1� %Jp •ratnls 1 ,O the larger parcel. Ti ly. 113110e L1IVY11 CC L .At/1t./.rJVvFJII IJ 4V+i�1tdI$y mitt �.V/ffII'WC 11x1 VtlCIL4lC iiVi I iij current space and Colorado Crude Carriers wIl move its operation to this site. Colorado Crude Carriers plans to add a new shop/office building .-.r-,r-.initiate.+r'.1. , 1flfl , 1 fC +r,r.+ it ri-sr'. i,- ,- h r-Fini-i li. rr� ( CI +e rr.. ir.r'. 171 . a .nrie bays. 1Aj.J�.J1 11J%II I I1A 11i1 y I van I Lam/ foot t in 1 JILV II icludi ty I I t%. `5� 1 V JG r Lr1 I (7 ` •r VI w ba y J. They also Weld plan store trucks when not in use. The existing site is located in unincorporated County and is zoned as Agricul#ur<al. • :s part of the res--_.., .noes--. r.r - -process, {i+I r:}.-. . r r }3 7!-. processed e! through lull i-sin r"'r.. ,n-I-. . CAS r 1 G<,ICi r elopI 1 tt.1 t I tie n. site r1'I1i be }Jr ocessed I 1 /r v1JgI I ;Neat!C11.I Laval I 1 y 1AJ 1A Use by Special Review (USRJ. Recorded Exemption (RE) . or a Subdivision Fen L %C1 11)Jlmoo An aerial of the proposed Colorado Crude Carriers redevelopment is illr .t+�'r.,ir,r1 !••. c:... •rte 1i 1111/4/J II V 1 G1A 11 f 1 13: 1011 I . Following, is a brief description of the local roadway system immediately +.-, +i'.e. r re.:e• r++ r i+,-.• 1A1AJL4%.. l II Ill it r0 ♦/1 VjCit..l 31I G. State Highway 392 (SH 392): State Highway 392 is a significant east-west, paved roadway located north of Greeley. It has continuit,, from I-25 and Windsor in 1 the YYCJt iV Vi 9gsdale and State IIig 1riu7 14 northeast v+ the- area. It is categorized as a nxci highway R-B by CDOT and has a posted speed limit of 64 MPH. The irate section with n.earb'4 t"relu county Road 4rl is St .� .. ...1 .;ii.-. .-J i.-, the t.. r-. i-. f r•.-. r .4L. .-J;.- -. -.4:,-. --... CA i. . St P COi Strog d in i t Ifv 1 out ., .$. u i i l t.a ectivt is t h y' . Coinodo Chide l t ttier5 113 Weld County Road 43 (WCR 43): Weld Country Road is a two lane north- south, paved roadway that extends from the east side of Greeley in the rent din tr. .-..-.rie'1 .3+1 .rr I e-rr.t�� 4r. -1-1-‘en er.rt r+� Cr.�r-rs r+.nrl A 1 114 in 4k , ►�r.r4In 14 . evresr.t. JvvIII V LIWtIwUIIUtul _4Icr 4.) IV IttV G\.1Jt VI 1-\dIVlI %al 1 .4 r%v►1 111 111a 1 •V1111. II �I A J just east of downtown Greeley and just west of the Greeley Airport. The rianeed 1imi+ it nab nr.rtnrl it 1hie imwlediate ivrr.n h1 .4 it beill -n ,nri kin t n AC AADLI aria need J 111 1 111 1J 1 IV 1 posted Gu 11 1 11 hie 11 1 11 1 IC%JI`/ 1 G �.JI S LI UU 1 IS I JG11G V C\A 1 V LJG t J PAP 11 11. r� - 1 Glide.1 - n T.l� I.U1V/UUU t.IUUC I.UIIJCIJ IIJ a . . , , ' - - •i!, . _ et.-..--}..;.; :.L •l i.-.s- -. . . ... -•.. , v. :-. .-- �I• ! ',• r 1 + MitreMitre4 A . •Jt•.n • - I• • t..w .. ,•'W -%W *s .. - t K 1n '•r. .t . ♦. . - . . " •----•• • - *•-.rr)•i.•rt -•-- . -• I••a'-•Y•NA. •Ir1--- •• • to • • ._I t. - -.:_.. F _ •. • • -'tfMlc` - . . _....-fIV/•.'2a_rPCY•iraAM•+'•!!•!a '•M7r.r-r•I '•J _ le s . -•— ..t!\Y•V_*, M_ ...1v•rr••S dtfy' .- ..+ r..-r'. - -- Let:.a 4r + . - . - .. d. rvw!• _f _ . ..I! I". 1401.4.-.•- - ry.•aM m • .Mir ., - • .I•. •• • •0 et.••4•...1110,00,11142-,-.•• 4. - • %.t�ls• o4�. :-[..�.Y..4 ! I. s' , .J. T • - SITE . •� •le z #� .l. ..�.• 1l ..ie.N Jk r'•K.r _.•.'y = r U } •r Iry I As 4t I AI • 4i C3 .� • • ¶ - '4 .•••;Wa;i!rsioa.t6/Jtr• allillvs t F .w •-••'••we'll L e .R-4•!! :a. � . >. . .. • • -'I T•. it 1 .,tr•t•MN. Y - _ 4I- • I V J - ,,r .1.;x0 . E . K r _ , ,�.. r .....• ..t-•�•n • 'x rt1°!R... lo 1• • err,larliarr• . .• ...q.•..fyxi.- _ .. -:..'�•-" - • • .r ••i I • • • w�a - • - e...r,t.r. „ot.w I • ,. .: �r t v R. , I • • tt iV4 '• r•^ •� .•/'tl� cy�.�• .-n. r✓rf+►,.A.ri1 r. - r I - ,t._ . #� • ' I.; I•r, r.-., ` ...a to ar+'tslV:ra' F s. _ ) t: ••4 r: -.•yi•:• •ea •1 a t'stere 'C'.•V!•t• ta•Spo' - A I,r.' .4 v* ia1it • •• • ,- -st.ar . .-••••••••• . .-f• _....�.w......a.�... -,..a ,•••:••••••- - • 1 . e .'T . ST. MAN 392 At Trio4•Z. r.Ha..-a/ .r,..•:w 4 aa.. ., ,,.., , ... 'a h'- • . SI. , . r.Ifa.�'Iuaw1 . .I•J.!l Q•VI[ . �...V im - •... a -'Jr.,-'-e',- .arSa11 •J-•-)'•i,• - •?.tit taO.O•/,,ta •••"...r...4.•-•s'.•••.A^•••rJ,V 4:► J►.•.•.••••l -I r+.•,s •_ Y •. _ . . 4-•. - . - - ..p'a . •t: v.••, t• t.•_'- ridrio�ts.at sta..r^,•r;.,IVOi-•ti:ti•.•40-V' .I r : .hc t.S7 A .N i•V,14,:d.r-vi',• - 1M•.y'- /, 'fa•YiC.•rv:Iytava.!-Yrr•.•n-.....,4 .' .r •a.w-l:-•••sM-♦+••SONS.•• . - ••-a-t1 V:l..•.,,s.. •••N la fwr r 'imc. a W...-•- •.-•••-..Y♦l•T J-... �MIM- :}j,L 1l►VOf�.. .- .-.r•.i.rlc..gc t • - r7tn304.I• .-.-a • .•'A'•tt.-t" i+ 4.o1."sit r •. .. 1. .. '44-••••••••••••••••-. . ♦ .�— _ ... w �. • .•.- •a...••••••4-4.11•••••••_ t ISera a.ia-..•w.• ...•yf>�)'..,1'•••.r[s1rr • ii- r — — e JA. • ' +r :i .t•R1v.N•h.'.YgaJtr.O in,t, .. ....,. r -.r.•n.,--:a•-J'i:,la.. - - 'a •.a•w4N'bt4 •..-,.r•r..r•.•a- -- . • .Y./•W.?-'c_.rvo.-)a..`"w. •..'-1.}� .•y.r..•.•.4--Janke,4 -• r. . , ••••t7-...se -- A ._YaAtl• .ef.i'•'t.eatF' -.,'••a-t S&IS 'c ••Ir•.rte••v. •c t,•M•:/M•.•-•ei•.••M I••Ir.'.'rle•>:M• :.r .r t4 r _ — SP v.'r-J-71LTJ. IL, . :.+*. .'...c'y.....•a v.. .,,o••. - C_s;v•.VrP� .vta•• 7•dC 4 - . • t•IV ±•.!n•.• ♦-.,.anat-•..• n• .t '•I, r••- ••wnw. •.—..v. •• ... t4-.0. • • r r•I a'I e•rw 6 Pets,•.=,••He`'Fa:-• •'aebl • .. N. T. S. Drexel , Burrell & Co• SITE LOCATION Engineers • Surveyors `COLORADO CRUDE CARRIERS DATE: awu riQ.8/zg/13 WELD COUNTY , COLORADO JOB NO: I i:iGURE 1 _ 20573 nPt el— /'► _ ea _ _a.t_ ..� dr..e.rr_ _ L.0 aise- ei ieiuieu ' want. Typically, traffic engineers use the Trip Generation Manual that is published by the Institute of Transportation Engineers to estimate site generated trips by ILIIrid Us 3V typos. Tii is fLIIC3l i i�l�ItJLII ( /OII i CViiiVli$ d%V3 IILi li ILl a Cate ICJi ;Vi a landscaping business nor a truck maintenance/storage yard. There is for a • category for detached single family homes, however. !n order to r •rtiv.r-.-�n #r4 ilrr.l, , , .rHrnn , trine for this rifr nitnnr r4nnilnr rnrnnnrr.1Jn Innrl . .rr. L.VI 1JCI V LI II V CI ) %/. 111 1 11.IILr trips IV1 I1 is site, VII ICI similar comparable IIJL4I L/Vle ILII ILJ use categories were used. For Fisher Landscaping, the Nursery (wholesale) land use was used and for Colorado Crude Carriers, Genera! Light Industrial land . ..�r1 . ..r'me used. The independent . .r-.ri.-vhi.ti for Fisher landscaping in the vs ,vr k r-.r uses. vvas used. II ILi II l%Ae1JVI ILAL.1 II ciriaVIC IL/I 1 I4/ ICI la1 IVJL.L1pil ly is II Ili I IVl l I1JLr1 of employees (EMP), the independent variable for Colorado Crude Carriers is proposed building size in 100O's of square feet (KSF) or 12.5 ksf for the propose. 1 2,500 JC ►LJViI III Ig, it iLl ii ih. II It.,lCr.-rPer1535.1 111 Variable IVr J)I ll~�. IC f1/41i iiil home is the number of dwelling units (DU). Fisher Landscaping currently t'srvr L F. III_3ir.�r. ,rv.plty'e%r,e• and 4 -another 1 T►__20 21 111 I ILl.) V I 011 111 1 IC .?I 111.JIv y I.CJ ul ILA 1.11 1V I l ICI I .J LV part-time employees. In the summer, they cut lawns and conduct other landscape activities and in the winter, they conduct private snow plowing n�rrrrfinr I1 .ir..�f r.w+r-Jr-r. ,e e.r rde.r% 1f r- nrin fr, fhi� rifr-. . ' r` r . rtsr�., .Ir,r b-.r-trir V1JGI 1/4.41I15.11 43. 1vlvJl Gl 111.110 y VCJ L.IVI I I I.VI I IC ILI II IIJ JIIC VII u I1.WvMlA' LtL.IJIJ. Colorado Crude Carriers currently has 38 full-time employees. 25-30 of these employees work off site for the hauling operations of the company and will rs.r.). , a flnnrr the .err.nnrrir4 riIn periodically for truck n-sr�.ir+4rsrtinflr-.n nnri Inr VI 117 CAC: .Css II fe ♦Jltdpdosed Jltt.i periodically IVl ruck I I IL/11 tiel IL/I IL.e LII ILAf VI storage. This company operates ofd site 24 hours a day and on-site 7:30 AM to 5:0O PM ort typical work days. 1 ur Ui `tly up to 25 II; kcks per Any air vrVss I l le Guile. a Sao. Since both businesses are planned to grow over time, two trip generation lime frames were considered. Since Colorado Crude Carriers plans to be rnlrsnrvInr.l to Whir rsrrrrrrr-d site �-.. e flfi7 A 2C.)15 . . eill L-.n nnnrir4r rnrJ the short term relocated IV II 113 proposed site by .L.V 1 "f, vvltl be L.LJI 1side1ed II Ie J1 IVI I 15,I 111 horror:_ For this study, year 2030 will be considered the second and long rr�.►nhr pl rn.nreirr In r.ri-.r1 r1 I L11 IIJ. G lJILAI II III I� I IVI ILVI I. For 2015, it has been estimated that Colorado Crude will have about 25 trucks. or 50 trips per day. will access the site on an average day with 20% or 1 ir.. eve.6.1 r„ .} rte . $ :fl. $1'+.-. f.rr-�ir+r-.1 enese";4e.S. r�.r�r-I r.:.r% -.inn., ne.r�.I. innes. .rr ad II 11..44 II I C%4%.l I II 1 1.41 ILA VV l <.1L/1 II iLJ. I I IC I y 1JIL.%AI 1 I IV1 I III la 1.11 Iu C ♦ Lr1 Ill I� 1.JCL111 I ItJVI J. This is in addition to the General Light Industrial trip generation that accounts for office and maintenance personnel_ For Fisher Landscaping. the current 6 ntflint eni- s and h r •v t n 0 r�.-f firv.ra ,'sfin nIrs. r rr or 1 ,t r'n-sysIn rr ne' rrrr. IV11-111 t l4 Cl I l}JIVyees LAI 154 up lJ V part-time Rto es 1 ployees LJI 1 -► GI I IlpJIVys.e., o v estimated to access the site on an average day. The one single family home willroil) use- }h nr.r ne'r r-�rshn1 will 41111 use- 11 Ie Gicce-ss point. For 203O, it has been estimated that Colorado Crude will have about 4O trucks, or 80 trips per day, will access the site on an average day wiif t 20% or {J trim ire ,%rte. . . h in and rs, .f d .rinry *shit; 4 ' ,r1ir�e i rar1rnir1r. Hr.r-J r-.. ,r,r`irIr-. I'SrSr'.ii I-►, , ,rn V 1111../4 11 I LiLAL.I I III and VV I LIVI ll IlJ I I ICs I y }JIL.LAI I I IV11 III 1 LA1 IL.I C v Cil II/ Ib 1,.JCLAI% I IVVI J. I..VIIJiIUIJV Crude 4VIIICIJ IL) 6 Again, this is in addition to the General Light Industrial trip generation that accounts for office and maintenance personnel. For Fisher Landscaping. up fir, inn ft .11 r rr.rJ nt-.rr annr. en rv%r.i r,+ rr.rr r rvrr, r2ri.w.nit-.r.I 4r. ry r• r.rr fi^.r, rare, n IV LV wet LAI ILA pJL./11-1111 tC GI I q.JILJy0CJ LAIC G .1 JIII I ILJICL IV L LA .L.GJJ 11 IC JIIC V1 I LAl I average day. The one single family home will still use the access point. itiJ re re i-.% rtl +rim. rim A . rr-fir.v,r ♦ IL rr.rr'. n r.f r-r.sr%rirl..rr,r-) trim 4-1-sirr'i.�' rr,ir.r %WV% OM Ira AO .r\ fr, I LAJJ-V y nip I 1 C%LA /L L . I ILJI IJ VI/ Col C I IV t L.L/I (JILALe1 CLA I VI II IIJ Vl.f V CILJt.JI 110111 CAUL I V the nature of the land uses. Therr. rr.rr.rvr. rJr+ii. r e- r�, l vpcaL hour r.• r.r1irnates for fhr. Colorado Crude roarrierrt II 1G uVCilL..I C LALAIPy LAP1LI 'J ,LAtl 1IVLJI CJIIIIILA1CJ for 1$ IG VVIVILAL.IL? 1LJLAC \.LAIIIGIJ si i e con be seen in i Tobin 1 . Colorado Crude Carriers VS 7 r N O P•-• 0 tN (.0 3) CO ar r N r r O h CA O r In (^ 0) 0 •-• CO Le? `Cr r r r N 'T a. C I".' 3 a O .0 0 ,a,?.. (9 e c (Q It ~ c') co C 0 M co C to 0 dy r r LX) M Or r d0 .n v O. r L' 1:-- C , m Cu) C c cP .0 0 0 o e c cam o'' (6 0 0 0 � o I— re) N c 0 t*) N 0 .` to r to tD t c a) v a+ a) -' C O a I- 0 to a r r U) (V 00) r r of (el e r F 2 7 Q O . in is '1/4- o CO 0 o 05 o2 atc OO F.- N C ttO r- r r tp in a a 0 0 tO N CO O 0 to r) N a r r r CV 'p I. C S. 3 illh CO O to .t] C m C — \ m C-- \ o (6 0 0 '- N t to N m C In +.. E la a C m a+ r 0 0 O o r- o to en W'0 a1 IC ei IC to r co LOv r o0 0o v to ` Y d. CL U > 0 a i-- 1: o < 13 0 r r, W a r Y .ti V N (- 0 ai l`9 V a ? O O C N O co c N V N « rC W IX Q N O C C I a O Q •o t` o t` 3 in Q 0. O 0) m v a as vr al a N S 6 d o a c o rn a a r. m c I- Y C a n in N v to r.1 d 0) 0_ F- Q) --., in 1T-- 4) M C 5 O O C O 6 O C 6 uJ d C O a t (1) ca p L N a C LZL'. Q Y C N S2 fn r tf) 00 'if r to (0 O e 0 N c r Di C N r `.- O C w co w So '3) t0 -_ t6 N O E to C m s. to to = G TO L C N c II p O Lt_ C • r g O .E t_Jelm Cr ca m Ita CO 0 a5 -I N IL 0 h N) LI- J d 7%. 4 C a 0 (D it: m Q ?, W c`o 2 t) COD 1? C C Iw. ? r. .O 03 C F- e I- Q. 0) V 'CO m Z E W W Z I- __. Ill 63 , 10 F- O CO f'- rr • co 8 1.- • O Q C a ••-• at C at G I} r 3.0 Existing and Projected Background Traffic Growth .1 1 t:.v:t" i:.Nr-. Trr.ff.e' V. 1 t_niat11 Iy 1eu111L. Existing AM and PM Peak Hour traffic volumes were collected at one location; the intersection of SH 392 with WCR 43. A 24-hr count was conducted for this studstudy r r� CU ?O'') r i- ihr. existing/proposed f,a ,r.r.rscr rJ �:F,� access location. These Ir.r-rrf: "sr'.c y vl 1 SH I 392 LAI the en1Jt11 g proposed site access Iocativl 1. II ICJe. locations were discussed and approved CDOT prior to beginning the study. The data . . ,r.r collected l on �1 . .r.. .rf J: r)r1 i ? 6•.. , All Trr.We' i-lr.4.^. vvLAJ cone ted vl I VyUJI tJ, 20 1 �J by Traffic Data. Printouts of the traffic counts can be found in the Appendix of this report. Year nn i ? Cv:ri-:.1r. Trr.�F:, it illustrated s.- C;... .r. 7 £ L 1 .J Existing I I LII 11L. is illustr J ed in I Figure UUC 2. 3.2 Projected Background Traffic T. ,rde.r.11. , l�r'.,-�irr.rr.. sr.r3 4rr.ff:r, :n r, ,re.i r.re.e. i:i.r, iin:r r.rr.. . .c' rv- eve, r.n.ti, .ri1 . rrfr. „f Iyr.JIL.LAIIy , LJLAL.I�y1vVIILA IILAIIIL. III IVILAI LAICLA IIILC II 113 LyILJYYJ C.II %A11 LAIIIAVLA' ILAIC VI between one and two percent per year. For this study, the roadways in the vicinity of this site are projected to grow al a rate of about 1 .5 percent per . .r.r.r. Ti^r.rr.fr.rr. EIne background i.• - cc:,- expansion f,sr. r.r for flf 1 C :r expected y eLAI . I I IL.1 I LJI C, t I IC. traffic LA 1 I expan IJ1vl I I L1l.tvl 1 1 1J exp ec. t ed to be about 1 .03. Projected Year 2015 Background Traffic can be seen in Figure 3. Year 2015 was chosen because the proposed Colorado Crude 1. e.rr:,- rr /C:rin,-.r lr..-.rirrr..-.:rsr. r;4-e. rin.s. sin I^.r. r.r.r.rr.;:r..-.r.i f,- r r..hr�. .4 one . ,r.r.r L.LAIIICIJ/ l IJ1 IV1 I�.II ILIJL.�..IpJII ILJ 3110 J1 ILJVILA ►/C v`.JCiIC.IIIVI IL.I► IL/I L L#J/%JI vl ICri 7CLAI A.J7 that time. Existing site (Fisher Landscaping) traffic was not subtracted from the 2015 background traffic and existing traffic was expanded by two years. Therefore- , J.la. s tC' i r - X11 L , r_ �1 St _ .. it herefore, the 201 J scenario will be somewhat conservative. Since development in this area is not expected to grow significantly over the next 17 years. the 1 .5 percent per year was projected to be maintained lLnrr,. .ruin fln?n . ,:eJe3:ne r.., expansion factor r.f i ` O Projected Vr.r,.r r!r'1?t1 II II LLi I I 2030 yielding a1 I expa IJ1oI I of 1 .L/ . 1 rojL.L. ted Year LVVV Background Traffic can be seen in Figure 4. 2030 background traffic was rounded to the near 5 vehicles. No major roadways improvements are ry r E:,�:v-..-..;-. . ,'3 :n f l-. r` :rr...-w-..-..-1:.-v f.-. LAI IIIL.1l.JLAICLJ 111 11 IC 111111ICLAILAIC LAIL %4. I.UIUI UUU Crude L.U/I JCI J I1J 9 li `•• - .F- - Mf' T,•. .tat:al r .. or raMrr*i 'L7r:irrst • 9.,11E -v----• • - � •�: -.ti.A•••••• T.•.•- '- .1...T .►.s• ttvrlKVPtf .. aInfin , ./t1.Lr.•-\.-y. • -11.114111 t `• 1 ilk • •.•.h.. ..I$. .. t ••.r••pq,v a•••r •••azessin-,ewfl' r-at - - . . ... -. ... ..-• - : 7. r - — - f i+..Y-1•'MOS'64M/{,ia:-i,-o•_1,••••0 41.1.141811 t••:r 1•Y r_---es•.• .--:.1. : . 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'•1 ,.1 ...y,..-• .r-. .i. '* r1..••ail)•-r.e.-.1 -r!ra'1•ttl.er if•vonw.ter t'tlll!,v-rJ $i*v.•`•.f V.•a•••yM• ••1-JtV'1•fir ty • - . • . .. _•-.•y.1\- ...•,.*43.# a ♦ . - • .... •.I'•/•.'l•r•.-Apr rlj• =�\• .t1laf...yrr•�.IMi`MC•i�•'•Mi•"Y/"M'. ISOISO..t - .-a-.y:.••t• -.t•,•.r_a•-:•.. •‘-' . - .rem* •- Naar • 1yakt- {-7•;r'- •' +:- .+. 'N.'K :.. \-.,t .. n'. ..!ae. •+•V•••••••••44.4 w•li,••rr •........• : LLGENa � \ .. 00/00 = MA/PIA PEAK-TRAFFIC ('II j ) T ( / ifl = 24-Hr DIRECTIONAL N. T. S. TUBE COUNT Drexel , Barrel ) & Co. EXISTING TRAFFIC Engineers • Surveyors COLORADO CRUDE CARRIERS DATE MIK; NO. 8/29/13 WELD COUNTY! COLORADO _ NO: FIGURE 2 20573 .ra.. }r. •: . .,• a-:-. . .re, . • -t•,,s.n'e .t:l•••-77k/7t‘ekekker akkeWr.n'Y .al.. . _ 2J--'. • - .. , 71 ` - ... • 1.,. . - r. ,..•-•. •1 aria •keg h1••...1 nesommlisor • AJ-1_►-•N_ •_.r.. : e-, • w rt . Tfct r.. ..�-,•,fl. ." s.•er,Ya +1r�!+� _ r-.,. -z.•�^ ,.�. ' u � .. - ,• rwa "�..r1• -\r ... ter' .• w. ft ..,.•.3'.- '7 :•• ' -r•� •r.•- • i._ . . .-- -G. 1 -- ** ^ -a•.}=sat1TR••••• 74.144L\•I/PPQei!ar*F.• -_., vim. . -. • I. _ . .ri• ( . '•r -• • 4 . • J •• J*•o•4. :t. /:•Jr1•.'4,• , 1 •**if,t .a:'l;, -` .. _ .. . •!' - r .;y /- Yfn.; . ;rho. I... 11 - ._. rI••1 •-v, ♦.....•:.. -a. 1 ill as r y,,, IL Q -aslr 1,—..ti,t W �a,;.l ...n,. it �� Iri Is al • [ k SITE •}�y -, Y- -r - -}L. F— -. 1 - :44.6. ,� r • T•li;ea'tIIO.lIsaclrT:+ •{ '', - ♦r •. ---t'-!.. 0 • 'l '} . .,. iii• 1 •, _'_ - . • jf - I.J t}•I.S a`f/iylTlA•_ • •r•.i.'f��"CKY. .,-...', L_ - ♦ - 4 :.��> . tC.,.}- • - Y'. -h .•_. ••.r may• tYA•,R•Tr,YI.I.' • •q•• 0-4.♦ Liri 1 • . s�si.cd•ew•�l.a w 4 1 4 via... ... ti.•eq.n •t :a..rA-r.. • ._ -c.. •'7a+}14wocflirt' ' , F � ' i • SI •—Wave.�-:L a ‘Cv_4�:.••••• r .�?•�N4f1.' �j v-�•t C}•L.•+v N.'R+L 1l* 1 - 1 i ¢ a r• .. t •a.� • Y. 7c-<! .rl.•rt ..µrd �.. .}'J4"-tM.TetVN-t .. it • ,. • hti'.1. _ _ _ �t ./�•!1• ' �... — 1. li • _i �'1 .. 1J 3. iii •1 ., r r . • G..r• c. _ •�—' •T..1, .! . , r .....141C.'...-.. ., ,.r a.. �). A ii _ _• t_ t, ._• I yll.rtt .r ' J.r."-n'_ ._ - • -. . + .t �. - • . •a r's.r- av:r: . •.-► ..r. . • r �.*. .N.Y Y.A. • t`!l•I�J'1T�' r.•-r l.Y mt... 7 „fa:11a-T7.:1N.t -1. .- . r`••hr. .t- - r ., awe r ina:...I a .• - - • i • -f iC .,T .. . . ., : ..:. eta . «.5- C _ I . --. . - -: . r - -- - - . C7".!-•t�'tJ• i - - •} 1. ST. 1-IWY 392 a • -Ilia_ . . :. . . _- >:, _, .x d.1•.wrs�riY.. -r4 ur�..VOl:7flnI}°+S•T • K. i . rl •�v. :tit -C. 1.•�i • Qf"• • f sr .•'•'y-1r..•••t�i t . ..O-'fl- nrenterlRt.,1111V1' ,� .- ••.•. , y-.V?-a--I ...:7- ... - I a •♦ \•.4-.•raa .Xi.artmi. r►•-••y a;. T?-,ia ♦�� 4 J _ I �. . +i4►t•••-.r.1A :N:. T'•..•-.1,irY•!�+wF�.a� t•..: , s:.C..:. . -;r• rratiellgranglIng ti•re.',wv •:en-.• rre r J'�VtrdIr/tlielt if'tse�llioNtl ir,`�a.-' • �L e •.•r . . e L - h•ft•\t1l• I... J7N . tt � ;`• � . :•tt le"I. •►•10•3.••• •••it> I3 a•..•StIl ,_ «.••< _ t�° .-I.t'.VCJa•• • xV�IK' 1}aliper• 16Y►f_. tans a ti _ - - -1• ^r:Jrcnir*Y"•r Ze-�- tY1-•xn;!PMernc.aYV's Iv. e•xcta ��+` 7 LEGEND .---,----. 00/00 AM M \:1 TR HOUR AFFIC • ASSUMED TRAFFIC BASED ON LAND N. T.S. USE. - -- - - - - - - - - - - Drexel , Darrell & Co. 2015 BACKGROUND TRAFFIC Engineers • St,rveyors COLORADO CRUDE CARRIERS ""' um. Ha 8/29/13 FIGURE 3 WELD COUNTY , COLORADO .ioe" ►,a 20573 .. 5, •ti-- •. ads- - • Y :".M• - . _ 1.1141 ' T • •!,7• .. I, fmat •.e• .C...1•cour, rt1•41sH.r•r..•• - '1 . w -v ♦.r-• - -.rer - ••- • •J -1112•1.." .... -1,.•c.w. •-! - •• .a.N?+w/•'• • "-' 'a. a q..-.':1-74$•. b 2 _ . .I•/...'. '.I...•ycilivg '2..r".t1 *-.T+AF.•w.1.-- -r ; A.A - . •... R 'S• •"t:-:-lil • • -✓V '.'Y!•-+T".-._•- _l fJ�tkk��'''['`/lYYlfl]M.\••., Y.•• - L� - , •a t].. f 4� ..S -. -.•-�! ,•;Nfy-,-r• '.r.•:AT"•i • •..p•y-•...-a- ..•-,•• ••j.tf•l•.'..., •. vftp 1 .r., }. / • - .Yr•T " .Y ••'.t+•1..s.71V, -...r% . -- - - l .' 1 . I .' .I t.rr•ti,r ..•.. I-. . - . .,*SS Nf•w•ww}q►a- ,qs ___-.. 1.44-.0.5.===nirlililie...‘aa;:eribNitiNN. 114.,••• ....••CA. .1- ••• • re) • ., �� 4 SITE 4 . z • •.s" r 1 , • ' P a 0 AMP . , _1 • tut�. I a r ~teiti--JiLI-14- � r I II -1t,alttY ••-2 t Ile, .31 . , . T. ...... lik , . • - •'�z�••r.�I•RdWAiWHMi- 5 —.5 _ A 1 i . .I �..�sy1.'-e+'asrWlf� - ry L tc.• •tllx b. •1 It - - e - • -•_ - -.. •A- It • • •♦ 0a y I . *- •L• Y, t .+, r, . t 6 r r • 1. I s, II ■ 9 �'r i' ... r .cl• e2+ •y • 7 •..-'• • -- . . •• ,t :ell. .1: •• - • - a r Y • -- '• 2 " '4 - 1traIrot• •..r+'1w•V"A'gawar-••lA..�!ri.�!^M�r.J�v,.. • "10:7- ST. N WY 39 2 • • . •. .=-,fs.b.; .,,,•:.... �,,..t..�... .. , � .• y.: �,...ti,,2 . ♦ .•U. .-allris713V.1R,, 1Tt '90 /v:„.•. ,..••.JM.I•at:^-s triprt•�• •^ _ • .t._4Rra.trc.tv.;Ls'.a�• •ti . yy ,.♦ J _ . •,.Y. � P t. r q♦tr♦ 1• . .-� 14 -" . • 1.• . - ♦ • _.-YA'.F Y �^, ' S. tom- l• T $.- • :r . - .sf" -•(`•. :RV-.,9 R.• -ally- •F TJ••h\)ty< 26* .-' t . �' r, _ .• - .. % Y .r z. `. _ .27 atom,011 -air 4 NOisvaea ' ►rfris•rha-YrNa R1r!"S ' . _ ... I ... ti« � . •J.1a -1.V4,.••a••1:r• sata..v w•.t If tr• tx+'.'W to .r.blPw�C,4 • :r e' . ,. r• 7. ' _ -. • el .f •- •'+•:n'S s.A•a' .1 -1RV•..►t•._ IY,'i:-iscr.a. - • -r6c>"Jclaar" . ' . !(. . . . . `• , . r' ' . .k• • ..t1?•Y•rSS t "...s��'!.rilOM'r3M'► tttlt1YWM . 1-.a,.t. h'2ttM&M •-' - . . . .. _ - 2 F-1! - - - .. _ ,•" • ..atl's+aza.Aar♦1M.StYVIs'INS D.""rtairr2Ogf4:RKrj'1..:Y• ` . _ !4; •; r..va. wawa nv'o.1-R-rr•s.'ez'# ,r'.:>,•t_ wjt'fl •,Y•vfwe eIns't LEGEND 00/00 = AM/PM PEAK—HOUR TRAFFIC N . T. S. Drexel , Sorrell & Co. 2030 BACKGROUND TRAFFIC Cngineers • Surveyors COLORADO CRUDE CARRIERS DATE' ' DWG. NO- , 8/29/13 FIGURE- . WELD COUNTY, COLORADO ice NO: 20573 a h ets F" f T_ __let! � in!-.LS. . .1! 4.V JIiemWeneiumtu iiuiim: VIIV IJlMIIIJUIIVII The following distribution of site-generated traffic is the best approximation based on the proposed land use, the roadway network, travel time, projected facility �r.r. ,i.�.-. areas r .nrl existing counts i.-� tI- r, r.r. sri tawc ili t y Jet vice a. reds and enw t tt rg c.vur Its i t t t to area. The site traffic distribution associated with the existing and proposed site is based primarily on the local travel patterns and the roadway network. In this case, 4FL�.-. proposed i.�r.. J use in quite strongly r rri:,�: � :sri .-.ant . . ,r.rf i+.f,-.n- - -Fl�.r. c.atse, the proposed land use is c.quite vJJocialed east-vrc -t �.ttot ig tr tc. adjacent State Highway 392. For inbound and outbound t. .-,f;:.- associated . s ,i�t-. +�.. . site, rvv nvr.s#nnnfr`l„ 1 (loj r or rt ttwvt tcd a d out ►�out tcl rtvtttc, associated vvltt t the site, upp oxi t totely tv/v will be oriented to the north on WRC 43; approximately 10% will be oriented to the south on WCR 43, approximately 40% will be oriented to the from the east onCU 70f 1 nnr�l nnnrn.4rnrvfr.l„ �lr1O? . ill hr. oriented fr. fhr. . s ,r.rf nn CU 7O'D oft 0t t .►ice., and c pproxtt t ate.ry 40% vvttt be otter tted to the VYeJt on .!r r vie. These distribution patterns are largely based on the existing turning movement countr+.-.. ..�+4 :. .r} conducted r..f the Ct.A 'ZOO J1Alr''D �f'� intersection. rt just c.ot ducted ctt the ..rr t .Jit/ • . c.t� -ry a ttersec. ion. Assigned site-generated traffic is the application of the estimated site- generated tra€fir from Tr:tie I to the distribution of that trafri r. Since there are two a time horizons � ' i .. at 'ita it_'.� site- , /1r{ 7 t- at ,'ifl lrl there i. . . I W V little t tot izon ns ossociUted with this Site, LU L J and 2.O30, the a cite IC WO V different distribution scenarios. The resulting assignment of site-generated traffic to the above distribution can be seen on Fig+:es 5 and 6 for the years fl/11 C nn ,-1 flfQf rr.rr.r.r-l.. ,r. a 20r cAtto 2030, ter JC%.strve /. L.UIUr000 I.aUUC CCATiefi rw 13 L -4 , • . ,'14, t� -n-ose( • a t.. �. - Jam. - ' i • T• -r, ?eV':"4 - -t .W •�I• .M - r •,.•f - 'i V1 . 'r .. .Y�`Y •• . • l�1• - n-i-•• .. • -y• t.tfu1.•• - - - -• WI.;ne►•:. -r s.ear .... -Mg1 ie-. ♦.• . ♦ • .f.- - - . •_.,_ .. " . _ .,.v ;a-.-•-•- - .. -' �. ... � A.rtta A , t T T, 1 0 . _,. •..-MIS lik- v.. _ r �4--?—an .. lam- •..1"IlitlC ... - - .•1q'��ter./. 2 ti: 1, n r4r-J••• '• 'r r I c.xst-Istl.rhw4 ss• a� .(J -r I vilC t SITE w .•rt t- fr', a il A e..1 • o f . .? . • I .LLJmil �s. _ _ A - T• ._ • ^{-AN..*Ink'44.9.0' ' Z - , SQ r • Pei _, '` Is] 1:4_,Iijp_.4 I , _s._ I _J ---L :I•a- I K* I"t' ►' 7*ru 1 - . . Iliki • ' ' L s.• , J. -.l. ..•1t-., i•- . ---.. "Iry.V ^Cf.Y.i I ,, _I �. . •ll. ..-7..-t ea.Y I ..-.. --s . . 4, . - - erste.- ,7.r♦j .1 4, twit"is yM•ttd.ey •' "'MOW •. . ..- e '.. �, .. ----• - Qs .f • -I •�? IN • • ±4 •• •-_yefRVlrYt'."I`0. _ • �S ti a� ` •. • au• z ST. HWY 392 a0°A) �, - '_7 �::.f„r-.•�.. : :' x� iii J•jG_ Y..TMt?sY. .-^ f •-- • -• -- �' • --.a •.►.4-1/4 talc —IPINu,,,,:C�.ces, , • r 4 ... 1 . I M�iyO•�IfIB _ .� . -•r.- i..,s `.�v' may.. J _ _ . . LEGEND 00/00 = AM/PM PR AAFFi t HOUR . t - xt _ PERCENT DISTRIBUTION N . T. S. -- r Drexel , F3orrell & Co . 1 2015 DIST. & SITE GEN. TRAFFIC Engtneers • Stirveycirs J COLORADO CRUDE CARRIERS DAlt: DWG NO. _ 8/79/13 FIGURE 5 . - - • WELD COUNTY , COLORADO ~,►ae no 20573 n:. •r .:..v.: a P.• r Ar. I.N. •tlteinac :•,•4♦.•+►J!r- -a.'v r'.• . _ . . r. _ -• • _ 7✓ l• • :.• . .. -•• ••y J.•Y,;).I.l•••\: Y si. tLnilsnIt*..�Y••aa•'4r . - •1•i• I,•• l'-•, • • I •••I•- .".P..,-.- .#•••:•• II Irirrs'are.1 teliNtreInlic•SnII• • --•• • . 4. ♦ .M• 't c4{M4• - .. •• •r,.tel."'...•stink •Tt 1r++J!{{••.'n*?-• -.•.• •. - ^•' �.r...,. . t . . •.-►v.,..rr mow--��..y.ry��yy,�.�.. • - i: t -I .. • _... ♦ •r •rs _; �ao ♦se•-vl :.. tti y••SY)i- . . 2-..i . •. . .r 4•+.. — *T 4 r - r (� • .• .. •.• . • _ t M&t-.- . - , • •.,.r f .i .... IF-•, - , .rilJ+l•v,O.rTl1! Q 1 •s. . il• [ . . V , r . .,-c(1•4 r 011•.•••••••• el pir l tills 11 4 W ai-2.4 j w . _ lei ' - •..”,--4 'lam,,. . '• ' ,Pa st. ,• e., -''�✓ - . 6 ��► -�-. .S. i • • I. lei Li. _ „N.:, . -. ..t., ... - J. TY 14 at a.•�a w w-tom •l�I.t4 • •(� �_ 4 - t -(' • :: 1 . . • _ -IR.St7.-r.'AtimagaIrrikett..e ft �♦ I - . . - . i *••• r. - •. ail •....„. ..,.,,. a , sit ST. , fl 392 ao0ia ...ea am.�r=\ .3. ' 40% °VOWS"tea �.C. f r•. t r :' •1!}r u>t•QWwti. •.♦ . �'�Tar4tC3D/fciw�/1 • _ _t. , ,1 • ..W►lr,aay.' rt yam, -.jirtb qR9� �- .4 ot .:• r .Y.1t rill"-, ••••_tom t ' •J �,y till . . .. . ..0.....1. LEGEND QO/n0 = AM/PM PEAK—HOUR s l TRAFFIC I. " � . ` 1 0 N . T. S. X DI PERCST!? r Drexel , Barrel ) & Co. 2030 DIST. & SITE GEN . TRAFFIC Engineers • Surveyors COLORADO CRUDE CARRIERS D" IOC N° •,:- _ 8/29/13 FIGURE 6 WELD COUNTY, COLORADO .m a H& 2Q573 _ ____— 5.0 Projected Total Traffic kA!Re..n 4inr. r.errir.ne.r4 Kitritr. r.r.ne.er.4r%rl 4er.Ifir+ it vriele rl 1r {Rr. r.r,•.ir.r+4r.rJ Vt I it I II IC JIIc_L&CI ICI V It.LA • II VI IIL. W LILILACLA IV II IG. pelt VjVL. ICLA background traffic growth, the total expected traffic on the adjacent road facilities can be determined. Once the proposed combined site is open and VNci I ISJI Ale i i IC ,Par.ii ' �C-.ilVn..4AiGL,I ii Ciffi� iS cA.I.,V ..I u iv CJ`ivvii $Ii iii!y vwv 2r iii I ic.. The total expected traffic on the road system in Year 2015 can be seen in Mtn. er irse.rr.titlr-.,- nesCr.ril. . Vrse.e flfl % Trfrv) Trrtiffir+ r.r.n hr\ rr‘r.rt ir. c; . .r... 7 I laVI C V. L..VI I cJ`.JVI ILAII ILJ. I y , I GLII LVVV IV I VI I I LA/ I IL. L.LAI I VG JCeCau I III I I % f C f . P'� � I_ __._I� n�. . .1. Con-leis PS 16 - — _ — I6 L..uruluuu Crude I.IArIes UJ M •. y.,• y.. - .t' _ '. ... ,-'vx M'yNi1►'�'rjr�I�t' -.rt .y. ....Y,y, . •!_ VY;. _in.14 1.'7 • .r.. -s.t.-* i -.,. r ..r.4YM'p'!.�'__�_T.".• . l.. -• .�. .- _ Irmo:VT°. _ • . 4_ - + .�+•• - �•vs`•It•7.: �1►1. ... Is• y NY!q ./:'V 'Y r.• a 't. 1 r ,. f. I. • /t._ b r.. . r 4 e i et -7. •tlt S. I .1166. 6,,o-y-• swan KIR t e tir, . SI TE ` ...::-M.4..r•• l■[ _ a ,104•416110e • . . __IL . ...,: : ,.., II crr..: J ii, w .., • ..... , I .. * i itei 1 •. ♦ ..„.. - Iasi* ; • - ,, ,w-, •mot• ~ • , ;route 1., .. 10. 1 . ... er.�'•.�.un. ,�:. � Pk .r '�` . ii �yy.r . Y'r r ♦ / -:-•-r - 1 Rn . v. ig --al. - t• I e i.jer.4-7 [.....ttir 01114•44,ell _ ti g ,68 • - - -'-�- _ - - - •--(1,O I. Mg 1 r s: - .t•401.1t* 6 ' ' -. - ♦� • II► t%tvi btflt - -. a 'e .I.1. air... .•••• r Mat~ Jin• •• • • • e .Sy rCf�'►'�'S1Ks�1; '+R--r .•••..�` • r - , -�• ^ • . - ST. , _ 392 • . n,.•r♦ ...„.„• y..,,~-«t; =ni...,„.._ .. ` _ . trr'�.K fW�¢ aI�C�•♦yJ IN. .•21:atr •:'. . - -- V'K tram!'-., ,ci •. t -r•{•fit'.-e t-r ' i ... - . • -• .-r.. - - i'*w 'rLi"3 • .. a... - w.1♦...cw.,.•Clec r!!n . a♦fr-aa.i.. • ,•.- . yrwy PA 'we,i'rLittreiettliiierlabcirtMetlitOre Ci♦Ce.,erryt..r ;r raf.f!iS$fYielw.•:;Q,•r0+0d10_ealt• ••1at«lif ` • • 1' 4. yam !e♦►rs..L1>.11. v{:�l�cvi0..a st♦1'e3•.r•L vil,1,• '►rt.7^ . • nratierteZiliall Yt•i[• LEGEND 00/00 = AM/PIA PE -HOUR TRAFFIC N . T. S. — _ Drexel , Burrell & Cu. 2O15 TOTAL TRAFFIC Engineers • Surveyors COLORADO CRUDE CARRIERS -DATE- S/29/1 .3 pm. HO. WELD COUNTY , COLORADOJOB No- FIGURE 1 20573 - - I rr WI '; . , - ' i1 •-T if.{ .r , 4,14 /PIP • t -. r i , Rsk 1, ¢ham • I I • Ai .1l�,a .4f ,+ 1 rai, fl�r, . - - 1' •- . . — - - I - t - ...• ` • . •.l.'•.,an eereed\• 7 ' f SITE �,T Urn-le--,� Z c i,'7� -vi . _gyres.n T'""" , O } ?lc, a iOr flan+er\„ry.v.-s•.•#4 1 \•.' ii Y liLifi AL • .r . t ' µ. _'•4st.r>MlsrGsasfl•..L .24 L 0 f ., ......=2.,_:..;-, ,..-' . -'its fr "tail . -.4.•, . 7•--..-Pricy*'art roJii + if . j Yat•.3 l - el 1 13 ,lb ` - �-iit • - t ' - - - `f� J nier�t.e fllZtf -'• 3 n 1 2 V •ml'i4f et . own* •1 arsee 1 tit J• t s 'nse!n+ ✓,tT' Y',� '` " ' .r.�... "TILE': ST. HWY 3 . 2 _ -. • : ?' ""- a4.."q ,, c r_ �Jr'►.�+;a.:rret'�!'s'lntis-'+t �' ' r-`s- try _ f. - -•s•t ins: •r-••,r r'•c"'YIC�•r'..'t•.b_•. -a ;e• • ' . ..ittitriorett LEGEND 00/00 = AM/PM TRAFFIC OUR N . T. S. - Drexel , Burrell & Co . _ 2030 TOTAL TRAFFIC Engineers • Surveyors COLORADO CRUDE CARRIERS OA 7F: DWG. NO. _ 8/29/13 FIGI.IF2E. 8 WELD COUNTY , COLORADO (3 NO. 20573 A. lR 1 newel! n % n ,n res A rtrellte e v.v trvvv� yr vv■ t+ rvle rill i U7v$.r The impacts of the proposed Colorado Crude Carriers were determined by performing peak-hour analyses utilizing SYNCHRO software. SYNCHRO is traffic analysis r.-.f•1. . rn.r.-. 4t- .-..4 . .4 C-�.- t Stn.-. u;,- k.. ..-. . . rr ,-srrr�:f. . AArrii .e- I 7n i n !L.)r` A Al ta/ alysis software II n.4 Jtlltt aJ tI le I IItghvyay L...tlt.JtJ<�SI y VYILJI IUt1I, L.t0 I U `1 IL.r5Yt' methodology. Tine. rr-.n. .Efn ^ rl. rr.✓."e+es i eve I e t ,r ' tn of Cn•n rie•es H f'1C! ,wrsel ref" resent-4.•• frr.rv‘ F ne A ?II IC ICJVIIJ tAtLe I Gt.I JIILALJ LA.) LCVCI.) VI ...ICI YIL.%) `L \/°i , LJIIL.1 L..LAII ILJLJ.IIc I) vlll LV�J n (little or no delay) to LOS F (extreme delay) . Level of Service definitions per the tJ:,-vI-... ,r. , rr rr-:F. . Manual, nn in can tr..� found 1 l-.wide, . ,• 151 r IVYuy L...tr1f LJL.II y tt0 1 tJ L.LJI t be fou tit /.J<iltJYY . SIGNALIZED INTERSECTION Level of Control Delay Service Interpretation (sec/veh) A Progress is extremely favorable and most vehicles arrive during <=10 the green phase. Most vehicles do not stop at all. Short cycle lengths may contribute to low delay. B Good progression, short cycle lengths, or both. More vehicles >10 and <=20 vehicles stop than with LOS A. C Fair progression, long cycle lengths, or both. The number of >20 and <=35 D Longer delays result from some combination of unfavorable >35 and <=55 progression, long cycle length, or high vie ratios. Many stop. E High delay values generally indicate poor progression, long >55 and <=80 cycle length, and high v/c ratios. Individual cycle failures are frequent occurrences. F This level often occurs with over saturation when arrival flow >80 rates exceed the capacity of the intersection. Poor progression and long cycle lengths may be major contributing factors to such delay levels. STOP-CONTROLLED INTERSECTION LOS Expected Delay to Minor Street Traffic Average Control Delay (s/veh) A Little or no delay. 0-10 B Short traffic delays. >10-15 C Average traffic delays. >15-25 D Long traffic delays. >25-35 E Very long traffic delays. >35-50 k When volume exceeds the capacity of the lane, extreme delays will be encountered with >50 queuing that may cause severe congestion affecting other traffic movements in the intersection. This condition usually warrants improving the intersection. For existing through 2030, Level of Service analyses were performed for the nearby SH 392/WCR 43 intersection and the proposed site access points on Si l 392 nr\r. . L.UIUrUUU L.tucse I.UIIICIJ Iia Level of Service analysis includes peak-hour periods for 2013 Existing Traffict Years 2015 and Year 203-0 Background and 'rota! TrafF.c. Printouts of the C. .V-1 .r.irr1 `311.— ,-,.4.. /—!-wn 1,-. r cr. . ..-. A 1x1 44-. /-. AV, ..'. ..-. .- 1,/ • aloala Sir t•-• Can, . I V �r Ira' 1OP/ . +!• /r- a11I t•...1 II %....? :- }-!'JS S41 'a.. tilt..."a tilt..." •J-_ L Via-,.. ! :1 SL 1: S /1 ^`i..I�. t.-•': :J:. Slatet• 1.-i 1.l•L+!1. 77I t-it tea JS.s: S:.T -�1 summary rnas�+ of the Levels of Service expected at the study intersections for the r,rr.t r.rte. .••I, / e4, r••. ..•.•/1 r4 r r•,1... .-,•.4.,,I, }.Is \. 11111J.31 r Vt.J1..1.r»•..ll ,l.L 1 11..11 1E-I. Toth*2 Wee of Sortie* Analysts/Delay hi Seconds - - 2013 2015 - 2030 1 2015 - 2030 Existing Tfa18c Background Ironic Bockwound Traffic Told Trotic I Toad Tra k Traffic Inloaetllon Movement Control AM PM AM FM AM Pivt AM PM AM FM ST. HWY 392 /WELD CO. RD. 43 N8 Stop 8,';3.8 iii!2.'. 8/123 8/11.2 E/I?:i 8/12.2 8/12.5 8111.4 B/13.8 8/123 CR Slop ni;;:.1) hit 14111.9 R/i0.9 R. 12..1 R/1l.7 R/11.9 r1/ i.n 0113.9 R/11.9 Site Access / Si. HWT 342 S:, Stop - • - - B/10.6 6/10.1 B/11 .6 6/10.1 - • As is shown in the table, the existing analyzed intersections currently operate r e p bl y during r e conk hours and are c- �te-ed continue to r, r to �cc:.�, faL. r c..�..ri. .g t.�.. ;.,L�.k r .C�st�.. uxp..u . .,.� to �ci7 . . .. ..J+✓ oe: a . ., .-.r,.- .-t�-,�.s.F�Ft. L:r�4h t . .i FL��.. .� r..niv , . ,i�F: rLtirt rir.-._is.-,rt:-,rrrt ".-: rn.FF�. - A rtvr,fir• ♦r,.�F 1„It.t cid,-, Iv1✓i7 w/vll I YriII I1.Jv1 u1 I1rr rVIII I II r� .,rite C,.. C>1 eor1/4rIVt..r IILilt1ur• A4' cni.Js_S . IL-•4 levels of service deteriorate slightly over time as background traffic grows in the area. For existing 2013 through 2O15 Total traffic: the lowest projected I r,, ,rd , f Cr.rt ,t,—r fr-,: rev-. rnrtt ,rtrsl,-,�'.f r.* eve% , ir:{r.rrr-,rtiir-.rs tr r rrtir.r,4r,r � 1-1/4e,•I 3. L i fair D Lc r vl VI OCt r 1%.....C.:.; IVO %..+l lt , I I Iv V CI I ICI II VII �.,ri lie], II II I IJ vs /JCt...r le‘.e iu I✓C Irv.5 rJ -- which is j ighly acceptabi;; 'o e. k hour- condition. Giver . is mil . hour- • v .11 V i.i� this •4 - r•ra r•,f,� Fft trtt rr,l -J rrtrt,sr-•rt rr-,tAr signal te ,r-rr1•ry n tt,r}rs1 ='1 t tv`trtlr�trv:^s�r.1`} 1_.tlrt.iiptc•bie IGICI CJI se Y1LC, trash%.. signal Y7%JII \.AI114 lTLlC I1�1 It IV tigated. • 1. -'_.L.VILA vuUlna. LA t1Ut' L_(J11 1t�I. I 1.-1 20 7.0 Site Access Recommendations 7 . 1 Auxiliary Lane Requirements The auxiliary turn lane requirements are based on the CDOT Access Code. The local segment of SH 392 adjacent to the proposed site is identified as an R-B ( Rural Highway) roadway based on the latest (201 1 ) State Highway Access Category Assignment Schedule as published by the Colorado Department of Transportation. The posted speed limit is 65 MPH . Per Section 3.9 (8) (a) of the State Highway Access Code, 2002; a left turn lane with storage length plus taper is required for any access with a projected peak hour left ingress turning volume greater than 10 vph. The taper length will be included within the required deceleration length . Per Section 3.9 (8) (b) of the State Highway Access Code, 2002; a right turn lane with storage length plus taper is required for any access with a projected peak hour right ingress turning volume greater than 25 vph. The taper length will be included within the deceleration length. Per Section 3.9 (8) (c) of the State Highway Access Code, 2002; A right turn acceleration lane with taper is required for any access with a projected peak hour right turning volume greater than 50 vph when the posted speed on the highway is 45 mph or greater and the highway has only one lane for through traffic in the direction of the right turn . A right turn acceleration lane is not required on multi-lane highways of this category. The taper length will be included within the required acceleration length . Per Section 3.9 (8) (d) of the State Highway Access Code, 2002; A left turn acceleration lane with taper may be required if it would be a benefit to the safety and operation of the roadway or as determined by subsection 3.5. A left turn acceleration lane is generally not required where: the posted speed is less than 45 mph, or the intersection is signalized, or the acceleration lane would interfere with the left turn ingress movements to any other access. Estimated total vehicle trips should be converted to estimated passenger car equivalents. As outlined in Section 2.3(4) (e) of the Access Code , all trucks and combinations of 40 feet in length should be treated as three passenger cars when determining the necessity of future auxiliary lanes at a proposed access. Site Access The following tables indicate that some auxiliary turn lanes are marginally warranted during the AM and PM peak hours at this location. It was conservatively assumed that 50% of the site access vehicular traffic will be large trucks during both peak hours of both analysis years. The truck volumes Colorado Crude Carriers PS 21 were converted to passenger car equivalents so the "Total Vehicle" column in the follow charts account for all vehicles. 2015 Turn Lane Warrants - Site Access on SH 392 Heavy Passenger Car Total CDOT Warrant VPH Vehicles Equivalents Vehicles Warrant Met? Eastbound Left-Turn Decel Lane AM 7 4 11 14 10 Yes PM 4 2 6 8 10 No Westbound Right-Turn Decel Lane AM 11 6 17 22 25 No PM 6 3 9 12 25 No Southbound to Westbound Accel Lane AM 4 2 6 8 50 No PM 8 4 12 16 50 No 2030 Turn Lane Warrants - Site Access on SH 392 Heavy Passenger Car Total CDOT Warrant VPH Vehicles Equivalents Vehicles Warrant Met? Eastbound Left-Turn Decel Lane AM 9 5 14 18 10 Yes PM 6 3 9 12 10 Yes Westbound Right-Turn Decel Lane AM 13 7 20 26 25 Yes PM 8 4 12 16 25 No Southbound to Westbound Accel Lane AM 5 3 8 10 50 No PM 10 5 15 20 50 No 7 .2 Auxiliary Lane Lengths An eastbound left-turn deceleration lane is the only auxiliary lane strong warranted. For 65 mph, the design criterion calls for a 800-foot deceleration length with a 25: 1 taper (300 ft at 12 foot wide) included in that length . A vehicle storage length should be added to the overall length of the deceleration lane. This length should be at least 100 feet based on the anticipated turning/truck volume . This lane will be developed by using a 65: 1 redirect taper from the existing centerline of SH 392. For a 12 foot wide turn lane, this equates to a 780 foot length. This same redirect taper will be needed to develop the shadow area opposite the proposed deceleration lane and east of the proposed site access. Colorado Crude Carriers TIS 22 8.0 Conclusions This Traffic Study examined the effects of site-generated traffic on the roadway system at and near the proposed Colorado Crude Carriers site. Based on the analysis of this project site, the following conclusions and recommendations can be made: 1 . This project will include the redevelopment of approximately 72.948 acre site on the north side of SH 392 with a single access point located about 1300 feet west of the WCR 43. The site is currently developed as a single family residence, the Fisher Lawn & Landscaping business, an oil well, and agriculture (alfalfa) . Colorado Crude Carriers will relocate their business operations to this site. 2. The site is anticipated to include the existing 6,000 SF building used by Fisher Landscaping, the existing materials storage area, and a new 12,500 SF shop/office building & truck parking (40) for Colorado Crude Carriers. Both companies primarily operate off-site. Employee counts and more business detail is included in Section 2.0 Site-Generated Traffc. 3. The site is anticipated to generate about 465 trips per day on an average weekday by 2015 and about 635 trips per day on an average weekday by 2030. By 2015, the site is expected about 18 entering vehicles and about 9 exiting vehicles during the morning peak hour. During the evening peak hour, there will be about 10 entering vehicles and about 19 exiting vehicles. By 2030, the site is expected about 22 entering vehicles and about 13 exiting vehicles during the morning peak hour. During the evening peak hour, there will be about 14 entering vehicles and about 24 exiting vehicles. 4. Levels of Service Analyses were conducted for existing conditions and Year 2015 and Year 2030 background and total traffic conditions. The impacted intersections are projected to operate acceptably with the addition of site traffic through the Year 2030. All of the critical turning movements of both intersections fall within the acceptable Level of Service B range. 5. To accommodate the vehicles using the access points, an auxiliary turn lane assessment was conducted using the warrants found in the CDOT Access Code. Based on the projected volumes and a R-B category, it is recommended that an eastbound left-turn deceleration lane be added at the site access point on SH 392. This turn lane was not included in the level of service analysis but would only improve the overall level of service. This deceleration lane shall be designed based on criteria in the March 2002 State Highway Access Code, details above. A westbound right-turn deceleration lane is barely warranted by 2030 but Colorado Crude Carriers PS 23 is not recommended due to the uncertainty that far in the future. Both eastbound and westbound acceleration lanes from the site access are not warranted 6. The design of the site access should be confirmed with the AutoTURN vehicle turn simulation software or a similar product to confirm unimpeded turning movements. The site is planned to be secured by a fence and a gated access. This gate should be placed such that the largest site vehicle can pull completely off the traveled way of SH 392. The design vehicle should be an Interstate Semitrailer Combination Truck (WB-67) or other business specific truck type. Colorado Crude Carriers VS 24 Appendix: Traffic Counts Synchro Calculations Colorado Crude Carriers TIS 25 All Traffic Data Services,Inc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 WCR43&SH392AM Site Code : 00000000 Start Date : 8/6/2013 Page No : 1 Groups Printed- Class 1 WCR43 SH392 WCR43 SH392 _ Southbound Westbound Eastbound hl[Start Time Rg� Thru [ Left Other Rght i Thru Left I Other Rght�Thru [ Left Other Rght Thru1Left Other Inc Total 07:00 AM 5 18 1 0 2 41 1 0 1 8 0 0 1 31 2 0 111 07:15 AM 7 8 1 0 2 33 1 0 0 10 1 0 1 40 5 0 109 07:30 AM 6 11 1 0 0 41 4 0 1 5 2 0 2 29 5 0 107 07:45 AM 10 3 0 0 0 60 4 0 5 4 1 0 0 29 1 0 117 Total 28 40 3 0 4 175 10 0 7 27 4 0 4 129 13 0 444 08:00 AM 1 8 0 0 1 48 3 0 2 8 1 0 1 30 10 0 113 08:15 AM 1 8 1 0 0 44 2 0 2 12 2 0 1 43 2 0 118 08:30 AM 2 5 0 0 0 24 0 0 3 4 1 0 1 40 9 0 89 08:45 AM 3 6 1 0 0 44 1 0 3 7 0 0 1 28 8 0 102 Total 7 27 2 0 1 160 6 0 10 31 4 0 4 141 29 0 p 422 Grand Total 35 67 5 0 ' 5 335 16 0 17 58 8 0 8 270 42 0 866 Apprch % ; 32.7 62.6 4.7 0 I 1 .4 94.1 4.5 0 20.5 69.9 9.6 0 2.5 84.4 13.1 0 Total % ' 4 7.7 0.6 0 ' 0.6 38/ 1 .8 0 2 6.7 0.9 0 i 0.9 31 .2 4.8 0 WCR43 Out In Total [Si (� 107 L21 J —67 41 ( Ar u lb Letts O i 4 co w 'LE Ts to — 3 i _• o ThE ► 2 z CO Cie, 81!3/2013 070 AM i I l _ 0D8/6/2013 08:45 AM ^7 En r ri Or) _.� .� .i , g Ii: 4-1 T i ' Loft nm, RgM Other H 8L -58__L 17r o 91} L_831 , 1741 Out In Total WCR43 All Traffic Data Services,tnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 WCR43&SH392AM Site Code : 00000000 Start Date : 8/6/2013 Page No : 2 [ ____ WCR43 SH392 WCR43 — SH392 - Southbound Westbound Northbound _ Eastbound Start Time Rohn Thm - Left] other T pirgerces Rght Tteu Left over I sus Rght Thm Left amer *n Ter Rght Tttru�Left Omer swami h.Taos] Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM I 6 11 1 0 18 0 41 4 0 45 1 5 2 0 8 2 29 5 0 36 107 07:45 AM 10 3 0 0 13 0 60 4 0 64 5 4 1 0 10 0 29 1 0 30 117 08:00 AM 1 8 0 0 9 1 48 3 0 52 2 8 1 0 11 1 30 10 0 41 113 08:15 AM 1 8 1 0 10 0 44 2 0 46 2 12 2 0 16 1 43 2 0 46 118 Total Volume 18 30 2 0 50 1 193 13 0 207 10 29 6 0 45 4 131 18 0 153 455 dip. Total 36 60 4 0 0.5 93.2 6.3 0 22.2 64.4 132 0 2.6 85.6 11.8 0 PHF .450 .682 -500 .000 .694 .250 .804 .813 .000 .809 .500 .604 .750 .000_.703 .500 .762 .450 .000 .832 —.964 WCR43 Out In Total 48 [ 56 6 r__I181 301 _2 0 Rohl Thru Lett e , 1 `4 Peak Hour Data cn c —- Flour at 0730 - t_ 5 a to • - L Clan 1 1 i w ISIN �o [igia O e b41 I � o 0 h f ♦ Lett Other 1 F-47] J Out In Total WCR43 All Traffic Data Services,Inc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 WCR43&SH392PM Site Code : 00000000 Start Date . 8/6/2013 Page No : 1 Groups Printed- Class 1 WCR43 511392 WCR43 SH392 Southbound Westbound Northbound Eastbound ' Start Time u l T'" Left other light Timm' Left l Omer Rght l Thai Left Other light Ttsu Left Otter Int. Total 04:00 PM 4 7 0 0 1 40 4 0 1 3 2 0 2 25 2 0 91 04:15 PM 6 4 1 0 0 28 7 0 0 1 2 0 2 36 0 0 87 04:30 PM 7 10 1 0 0 32 4 0 1 6 1 0 1 22 7 0 92 04:45 PM 6 7 2 0 1 35 4 0 3 4 0 0 1 27 0 0 90 __ Total 23 28 4 0 2 135 19 0 5 14 5 0 6 110 9 0 360 05:00 PM 6 7 0 0 2 27 3 0 1 2 3 0 0 29 2 0 82 05:15 PM 4 9 1 0 1 20 4 0 1 4 1 0 0 26 2 0 73 05:30 PM 2 6 0 0 1 33 3 0 1 5 0 0 1 33 7 0 92 05:45 PM 2 7 0 0 1 33 0 0 2 7 2 0 0 24 1 0 79 Total 14 29 1 0 5 113 10 0 5 18 6 0 1 112 12 0 326 Grand Total I 37 57 5 0 7 248 29 0 10 32 11 0 7 222 21 0 686 Apprch % 37.4 57.6 5.1 0 2.5 87.3 10.2 0 18.9 60.4 20.8 0 2.8 88.8 8.4 0 Total % 5.4 8.3 0.7 0 1 36.2 4.2 0 1 .5 47 1 .6 0 ' 1 32.4 31 0 WCR43 Out In Total L fici _ 9A L - 159 ' LP 5 ''` 1Thu Left Other I-+ co ills = t ' Z-�° o F--I 3— 1 I ,; Ill3c • ♦ 4 to CD c `+ 8116/1013 04:00 PM I --- F w t 8/62013 05:45 PM ca N tQp, cc ..` Closet� C`j p r O Fli—i OOU -c w U O 41 I FD Lett 1 vu Other L _ it 32 10 0 r ( 53 148I Out In Total O WCR43 All Traffic Data Services, Inc Page 1 9660 W 44th Ave Wheat Ridge,CO 80033 0 www.alltrafficdata.net Site Code: 2 Station ID: 2 SH392 W/O WCR43 Start 06-Aug-13 Total Time Tue EB WB 47 12:00 AM 21 26 47 01 :00 18 24 40 02:00 17 23 03:00 29 37 6 40 04:00 42 59 101 289 05:00 105 184 06:00 111 280 391 07:00 140 200 340 08.00 161 181 342 09:00 142 12.9 271 10:00 195 163 358 11 :00 240 130 370 12:00 PM 156 184 340 01 :00 160 142 302 02:00 187 111 298 03:00 154 124 278 04.00 131 172 303 05:00 127 154 281 06:00 133 124 257 07:00 78 84 162 08:00 42 48 90 09:00 35 40 75 10:00 27 22 49 11 :00 25 28 53 Total 2476 2669 5145 Percent 48.1% 51.9% AM Peak 11 :00 06:00 06:00 Vol. 240 280 391 PM Peak 14:00 12:00 12:00 Vol. 187 184 340 Grand Total 2476 2669 5145 Percent 48. 1 % 51 .9% ADT ADT 5,145 AADT 5, 145 All Traffic Data Services,Inc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 WCR43&SH392PM Site Code : 00000000 Start Date : 8/6/2013 Page No : 2 WC 1 511392 WCR43 -. sH - Southbound Westbound Northbound Eastbound Start Time Rght Thrul Left other se Fight mm I Left 1 other Islas_ R0I* Thru Left GUS sus ROM _ pm I_Lef_1_ !_ _Ta! IN.Towj Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 4 7 0 0 11 1 40 4 0 45 1 3 2 0 6 2 25 2 0 29 91 04:15 PM 6 4 1 0 11 0 28 7 0 35 0 1 2 0 3 2 36 0 0 38 87 04:30 PM 7 10 1 0 18 0 32 4 0 36 1 6 1 0 8 1 22 7 0 30 92 04:45 PM 6 7 2 0 15 1 35 4 0 40 3 4 0 0 7 1 27 0 0 28 90 Total volume 23 28 4 0 55 2 135 19 0 156 5 14 5 0 24 6 110 9 0 125 360 %app. Total 41.8 50.9 7.3 0 _ 1.3 86.5 12.2 0 20.8 58.3 20.8 0 __ 45 88 72 0 PHF .821 .700 .500 .000 .764 .500 .844 .679 .000 .867 .417 .583 .625 .000 .750 .750 .764 .321 .000 .822 .978 WCR43 Out In Total 56 (-8� 23 28 4 0 Peak Hour Data 412 Watt — � g � Ui z ▪ —▪ ` hour Begins at 04110 PM — I Class ' o S � _ 41Lef lbw Fight Other 1 51 141 51 01 1 1171 n Out In Total WCR43 HCM Unsignalized Intersection Capacity Analysis 2013 Exisiting AM 4: ST. HWY 392 & Weld County Rd 43 8/28/2013 f —+ c ♦— t , ', 1 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4+ Volume (veh/h) 18 131 4 13 193 1 6 29 10 2 30 18 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.45 0.76 0.50 0.81 0.80 0.25 0.75 0.60 0.50 0.50 0.68 0.45 Hourly flow rate (vph) 40 172 8 16 241 4 8 48 20 4 44 40 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 245 180 594 534 176 576 536 243 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 245 180 594 534 176 576 536 243 tC, single (s) 4. 1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 97 99 98 89 98 99 90 95 cM capacity (veh/h) 1321 1395 354 434 867 371 432 796 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 220 261 76 88 Volume Left 40 16 8 4 Volume Right 8 4 20 40 cSH 1321 1395 486 540 Volume to Capacity 0.03 0.01 0.16 0.16 Queue Length 95th (ft) 2 1 14 14 Control Delay (s) 1 .6 0.6 13.8 13.0 Lane LOS A A B B Approach Delay (s) 1 .6 0.6 13.8 13.0 Approach LOS B B Intersection Summary Average Delay 4.2 Intersection Capacity Utilization 24.2% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user_name% Page 1 HCM Unsignalized Intersection Capacity Analysis 2013 Exisiting PM 4: St. HWY 392 & Country Rd . 43 8/28/2013 r 4--- tt ' 1 I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 Volume (veh/h) 9 110 6 19 135 2 5 14 5 4 28 23 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.32 0.76 0.75 0.68 0.84 0.50 0.63 0.58 0.42 0.50 0.70 0.82 Hourly flow rate (vph) 28 145 8 28 161 4 8 24 12 8 40 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 165 153 472 426 149 448 428 163 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 165 153 472 426 149 448 428 163 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 98 98 95 99 98 92 97 cM capacity (veh/h) 1414 1428 443 500 898 481 499 882 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 181 193 44 76 Volume Left 28 28 8 8 Volume Right 8 4 12 28 cSH 1414 1428 554 591 Volume to Capacity 0.02 0.02 0.08 0.13 Queue Length 95th (ft) 2 1 6 11 Control Delay (s) 1 .3 1 .2 12. 1 12.0 Lane LOS A A B B Approach Delay (s) 1 .3 1 .2 12. 1 12.0 Approach LOS B B Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 22.8% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user_name% Page 1 HCM Unsignalized Intersection Capacity Analysis 2015 Background AM 4: St. HWY 392 & Country Rd. 43 8/28/2013 efr --. str c ♦— IN t t \ I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Volume (veh/h) 19 135 4 13 199 1 6 30 10 2 31 19 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 21 147 4 14 216 1 7 33 11 2 34 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 217 151 473 436 149 462 438 217 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 217 151 473 436 149 462 438 217 tC, single (s) 4. 1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 99 93 99 100 93 97 cM capacity (veh/h) 1352 1430 455 501 898 469 500 823 Direction, Lane # EB1 WB1 NB1 SB1 Volume Total 172 232 50 57 Volume Left 21 14 7 2 Volume Right 4 1 11 21 cSH 1352 1430 546 582 Volume to Capacity 0.02 0.01 0.09 0.10 Queue Length 95th (ft) 1 1 8 8 Control Delay (s) 1 .0 0.5 12.3 11 .9 Lane LOS A A B B Approach Delay (s) 1 .0 0.5 12.3 11 .9 Approach LOS B B Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 24.9% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity Analysis 2015 Background PM 4: St. HWY 392 & Country Rd . 43 8/28/2013 i -.♦ f 4- 4 4\ t , ' 41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4. 4 Volume (veh/h) 9 113 6 20 139 2 5 14 5 4 29 24 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 10 123 7 22 151 2 5 15 5 4 32 26 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 153 129 383 342 126 354 345 152 vC 1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 153 129 383 342 126 354 345 152 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7. 1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 99 99 97 99 99 94 97 cM capacity (veh/h) 1427 1456 526 567 924 575 566 894 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 139 175 26 62 Volume Left 10 22 5 4 Volume Right 7 2 5 26 cSH 1427 1456 606 670 Volume to Capacity 0.01 0.01 0.04 0.09 Queue Length 95th (ft) 1 1 3 8 Control Delay (s) 0.6 1 .0 11 .2 10.9 Lane LOS A A B 8 Approach Delay (s) 0.6 1 .0 11 .2 10.9 Approach LOS B B Intersection Summary . Average Delay 3.1 Intersection Capacity Utilization 23.5% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity Analysis 2030 Background AM 4: St. HVVY 392 & Country Rd . 43 8/28/2013 f i k" 4\ tp ' 4 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Volume (veh/h) 25 170 5 15 250 0 5 35 15 0 40 25 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 27 185 5 16 272 0 5 38 16 0 43 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 272 190 595 546 188 582 549 272 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 272 190 595 546 188 582 549 272 tC, single (s) 4. 1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 98 91 98 100 90 96 cM capacity (veh/h) 1292 1384 361 430 855 379 429 767 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 217 288 60 71 Volume Left 27 16 5 0 Volume Right 5 0 16 27 cSH 1292 1384 488 517 Volume to Capacity 0.02 0.01 0.12 0.14 Queue Length 95th (ft) 2 1 10 12 Control Delay (s) 1.1 0.5 13.4 13.1 Lane LOS A A B B Approach Delay (s) 1 .1 0.5 13.4 13.1 Approach LOS B B Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 31 .5% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity Analysis 2030 Background PM 4: St. HWY 392 & Country Rd. 43 8/28/2013 is li- 4-- kw 4\ t P \• iv 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4 4+ 4+ Volume (veh/h) 10 140 5 25 175 0 5 20 5 5 35 30 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 11 152 5 27 190 0 5 22 5 5 38 33 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 190 158 473 421 155 438 424 190 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 190 158 473 421 155 438 424 190 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 99 96 99 99 93 96 cM capacity (veh/h) 1384 1422 446 510 891 499 508 852 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 168 217 33 76 Volume Left 11 27 5 5 Volume Right 5 0 5 33 cSH 1384 1422 535 613 Volume to Capacity 0.01 0.02 0.06 0.12 Queue Length 95th (ft) 1 1 5 11 Control Delay (s) 0.6 1 .1 12.2 11 .7 Lane LOS A A B B Approach Delay (s) 0.6 1 .1 12.2 11 .7 Approach LOS B B Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 28.1 % ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2015 AM 4: St. HWY 392 & Country Rd . 43 8/28/2013 } _ ; c k- 4\ t P \ -/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4+ Volume (veh/h) 20 139 5 13 206 1 8 30 10 2 31 21 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 22 151 5 14 224 1 9 33 11 2 34 23 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 225 157 490 451 154 477 453 224 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 225 157 490 451 154 477 453 224 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 98 93 99 100 93 97 cM capacity (veh/h) 1344 1423 441 491 892 458 490 815 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 178 239 52 59 Volume Left 22 14 9 2 Volume Right 5 1 11 23 cSH 1344 1423 531 578 Volume to Capacity 0.02 0.01 0.10 0.10 Queue Length 95th (ft) 1 1 8 8 Control Delay (s) 1 . 1 0.5 12.5 11 .9 Lane LOS A A B B Approach Delay (s) 1 .1 0.5 12.5 11 .9 Approach LOS B B Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 26.7% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2015 AM 7: St. HWY 392 & Site 8/28/2013 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 '4 ve Volume (veh/h) 7 164 224 11 5 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 178 243 12 5 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 255 443 249 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 255 443 249 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 99 cM capacity (veh/h) 1310 569 789 Direction, Lane # EB1 WB1 SB1 Volume Total 186 255 10 Volume Left 8 0 5 Volume Right 0 '12 4 cSH 1310 1700 649 Volume to Capacity 0.01 0.15 0.02 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.4 0.0 10.6 Lane LOS A B Approach Delay (s) 0.4 0.0 10.6 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 24.3% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 2 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2015 PM 4: St. HWY 392 & Country Rd . 43 8/28/2013 4) —, f t , ', 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4 44 Volume (veh/h) 11 120 8 20 143 2 6 14 5 4 29 25 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 12 130 9 22 155 2 7 15 5 4 32 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 158 139 402 360 135 372 363 157 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 158 139 402 360 135 372 363 157 tC, single (s) 4. 1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 99 97 99 99 94 97 cM capacity (veh/h) 1422 1444 509 554 914 559 551 889 Direction, Lane # EB1 WB1 NB1 SB1 Volume Total 151 179 27 63 Volume Left 12 22 7 4 Volume Right 9 2 5 27 cSH 1422 1444 588 660 Volume to Capacity 0.01 0.02 0.05 0.10 Queue Length 95th (ft) 1 1 4 8 Control Delay (s) 0.7 1 .0 11 .4 11 .0 Lane LOS A A B B Approach Delay (s) 0.7 1 .0 11 .4 11 .0 Approach LOS B B Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 23.3% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 HCM Unsignalized Intersection Capacity An?lysis Total Traffic 2015 PM 7: St. HVVY 392 & Site 8/28/2013 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 4 139 168 6 11 8 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 151 183 7 12 9 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 189 346 186 vC 1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 189 346 186 tC, single (s) 4. 1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 99 cM capacity (veh/h) 1385 649 856 Direction, Lane # EB 1 VVB 1 SB 1 Volume Total 155 189 21 Volume Left 4 0 12 Volume Right 0 7 9 cSH 1385 1700 723 Volume to Capacity 0.00 0.11 0.03 Queue Length 95th (ft) 0 0 2 Control Delay (s) 0.2 0.0 10.1 Lane LOS A B Approach Delay (s) 0.2 0,0 10.1 Approach LOS B Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 20.5% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 2 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2030 AM 4: St. HVVY 392 & Country Rd . 43 8/28/2013 s" c 4— tt " 1 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4,. 4 4 Volume (veh/h) 26 176 6 15 259 0 7 35 15 0 40 27 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 28 191 7 16 282 0 8 38 16 0 43 29 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 282 198 616 565 195 601 568 282 vC 1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 282 198 616 565 195 601 568 282 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 98 91 98 100 90 96 cM capacity (veh/h) 1281 1375 347 419 847 367 418 757 Direction, Lane # EB1 WB1 NB SB1 Volume Total 226 298 62 73 Volume Left 28 16 8 0 Volume Right 7 0 16 29 cSH 1281 1375 470 510 Volume to Capacity 0.02 0.01 0. 13 0.14 Queue Length 95th (ft) 2 1 11 12 Control Delay (s) 1 .2 0.5 13.8 13.2 Lane LOS A A B B Approach Delay (s) 1 .2 0.5 13.8 13.2 Approach LOS B B Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user_name% Page 1 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2030 AM 7: St_ HWY 392 & Site 8/28/2013 k. Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 i V Volume (veh/h) 9 208 280 13 8 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0 92 Hourly flow rate (vph) 10 226 304 14 9 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 318 557 311 vC1 , stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 318 557 311 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 98 99 cM capacity (veh/h) 1242 488 729 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 236 318 14 Volume Left 10 0 9 Volume Right 0 14 5 cSH 1242 1700 559 Volume to Capacity 0.01 0.19 0.03 Queue Length 95th (ft) 1 0 2 Control Delay (s) 0.4 0.0 11 .6 Lane LOS A B Approach Delay (s) 0.4 0.0 11 .6 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 28.3% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 2 HCM Unsignalized Intersection Capacity Analysis Total Traffic 2030 PM 4: St. HWY 392 & Country Rd . 43 8/28/2013 ni —. le ♦ . 4\ t P \* 1 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Volume (veh/h) 12 150 7 25 181 0 6 20 5 5 35 31 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 13 163 8 27 197 0 7 22 5 5 38 34 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 197 171 497 444 167 460 448 197 vC1 , stage 1 cord vol vC2, stage 2 conf vol vCu, unblocked vol 197 171 497 444 167 460 448 197 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3,5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 98 96 99 99 92 96 cM capacity (veh/h) 1376 1407 427 494 877 480 491 844 Direction, Lane # EB 1 WB 1 NB 1 381 Volume Total 184 224 34 77 Volume Left 13 27 7 5 Volume Right 8 0 5 34 cSH 1376 1407 515 600 Volume to Capacity 0.01 0.02 0.07 0.13 Queue Length 95th (ft) 1 1 5 11 Control Delay (s) 0.6 1 .1 12.5 11 .9 Lane LOS A A B B Approach Delay (s) 0.6 1 .1 12.5 11 .9 Approach LOS B B Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min) 15 Baseline Synchro 7 - Report %user name% Page 1 nal sis HCM Unsignalized Intersection Capacity Analysis Y Total Traffic 2030 PM 7: St. HWY 392 & Site EBL EBT WBT WBR SBL SBR Movement 4 I+ �r Lane Configurations 6 169 210 8 14 10 Volume (veh(h) Free Free Stop Sign Control 0% 0% 0% Grade Peak Hour Factor 0.92 0.92 0.92 0.92 0 92 0.92 Hourly flow rate (vph) 7 184 228 9 15 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) None None Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked 429 233 vC, conflicting volume 237 vC1 , stage 1 conf vol vC2, stage 2 conf vol 429 233 vCu, unblocked vol 237 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 3 5 3.3 tF (s) 2.2 97 99 p0 queue free % 100 vehlh cM capacity ( ) 1330 580 807 Direction. Lane # EB 1 WB 1 SB 1 Volume Total 190 237 26 Volume Left 7 0 15 Volume Right 0 9 11 cSH 1330 1700 657 Volume to Capacity 0.00 0.14 0.04 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.3 0.0 10.7 Lane LOS A B Approach Delay (s) 0.3 0.0 10.7 Approach LOS B Intersection Summa Average Delay 0.7 A Intersection Capacity Utilization 23.7% ICU Level of Service Analysis Period (min) 15 Synchro 7 - Report Baseline Page 2 %user name% *GAS X14* CARDER CONCRETE PRODUCTS COMPANY - 7.-•t••1•aSsoseee..'1^-..ales...•i— ...... . ^ ... . .•• -R L/b II.* v-a 8311 W. CARDER CT i 1 • i + 1. 1 (} CONCRETE UTTLETON. CO 80125 -....,..r.�.-..«� _.r.._L. -r --i-•�-•••••�. .. . __ . _ (303) 791-1600 (303) 791-1710 FAX s - -_,; Iles; 1 f:-•• r ..l,r.•.•.r r`Y•rr r•r.•• r.� vI as lr.w A1•�� ' 1.��1•��•• t nrO O44. 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Per t .. . . . . _ t.— • - - . 41 • Qife[%,:rte( Abet ... . salmi t-u•Otf t.. t . • . 1. St► haw ;14 - t etCC r A e Q k; e..`t t• v ' ctr svaiti kith c o4 Los of id ? 9, - 4 Reinforced Concrete Sewer, Culvert & Irrigation Pipe (12" thru 144") Reinforced Concrete Elliptical Pipe (18" thru 144") Precast Concrete Box Culverts Concrete Pipe Stays in Shape 8y December 12, 2013 TO: Chris Gathman Weld County Department of Planning Services Greeley, CO FROM: Rodney L. and Karen Steely (Principals of Colorado Crude Carriers, Inc.) 115 East 4th Street Road Greeley, CO 80631 RE: Site Specific Development Plan And Use By Special Review (USR) 20749 Highway 392, Greeley, CO 806 PRE13-0115 WASTE HANDLING PLAN (REVISED) Purpose The purpose of the Waste Handling Plan (Revised) is to project the quantities and types of waste that will be generated through operation of the proposed shop/office building (Facility) and to detail the management and disposition of this waste. The Plan will further outline the operational chemicals and fluids that will be stored at the Facility and that may require future disposal. Objective The Objective of this Plan is to ensure waste stored and generated at the Facility is managed according to all Weld County, State of Colorado, and Federal regulations. The plan will further designate operational procedures for storage and disposal of operational chemicals and fluids stored and used at the Facility. The Plan is written to provide training and guidance to all Facility employees/contractors to ensure all chemicals and fluids and other materials are properly stored and disposed. Chemicals/Fluids/Materials Stored At The Facility The following listed Chemicals/Fluids/Materials will be stored at the Facility in the approximate quantities indicated to support operations and maintenance at the Facility and have specific requirements and procedures for storage in a fire-proof limited access room. * Engine Oils (1) - 350 Gallon Tank * Anti-Freeze (Ethylene Glycol) (3) - 55 Gallon Drums * Gear Oils - 50 Weight & 90 Weight (3) - 55 Gallon Drums * Lubricant — Moving Parts (Greases) (3) - 120 Pound Drums * Solvent Tanks (Cleaning Parts) (3) - 30 Gallon Drums * DPF Fluid (32.5% Urea & 67.5% Water) (1) - 330 Gallon Tank (Tote) * Windshield Washer Fluid (30) - (1) Gallon Bottles * Tire Inventory (100)- Tires Projected Monthly Volume of Chemical/Fluids/Materials Waste Generated From Operations and Maintenance At The Facility, * Engine Oils (200 to 250) - Gallons * Anti-Freeze (Ethylene Glycol) (15) - Gallons * Gear Oils — (50 Weight & 90 Weight) (10) - Gallons * Used & Junk Tires (54) - Tires * Solvent Tanks (Parts Cleaning) (30) - Gallons * Cloth Shop Rags (600) - Rags * Hand Cleaning Agent(s) (10) - Gallons * Solid Waste (Paper, Plastic, Garbage) (24) - Cubic Yards Disposition Of Chemicals/Fluids/Materials Waste Generated From Operations and Maintenance At The Facility And Names/Addresses Of Waste Management Companies Contracted By Facility * Engine Oils Safety-Kleen Systems, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 or 708.697.8460 (Also disposed of at Facility by burning in EPA approved furnace during cold-weather Months) * Anti-Freeze (Ethylene Glycol) Safety-Kleen Systems, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 or 708.687.8460 * Gear Oils — (50 Weight & 90 Weight) Safety-Kleen Systems, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 or 708.687.8460 * Used & Junk Tires Tire Distribution Services, Inc. (TDS) 1985 2nd Avenue Greeley, CO. 80631 970.3 5 3.6622 TCI Tire Centers 4498 Ward Avenue Loveland, CO. 8053 8 970.663.6222 * Solvent Tanks (Parts Cleaning) Safety-Kleen Systems, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 and 708.687.8460 * Used Cloth Shop Rags Cintas, Inc. 523 10th Street Greeley, CO 970.352.2233 * Hand Cleaning Agent(s) Safety-Kleen Systems, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 and 708.687.8460 * Solid Waste (Paper, Plastic, Garbage) Waste Management, Inc. 40000 County Road' 25 Ault, CO. 80610 970.686.2800 Ram Waste Systems, Inc. 350 East 8th Street Greeley, CO. 80631 970.226.3396 Procedures For Cleanup and Disposal of Spilled Chemicals and Vehicle Fluids The operator (Colorado Crude Carriers, Inc.) of the proposed Facility at 20749 Highway 392 is already contracted and registered with the following listed companies for Cleanup and Disposal of Spilled Chemicals and Vehicle Fluids at its present facility at 115 East 4th Street Road, Greeley, CO. 80631 , with policies and procedures in place to provide emergency services to contain, cleanup, and dispose of any spilled chemicals and vehicle fluids. All policies and procedures are in place to comply with all Weld County, State of Colorado, and Federal environmental and safety regulations and requirements. Chemtrec (American Chemistry Council, Inc.) 700 2nd Street NE Washington D.C. 20002-4308 800.424.9300 Custom Environmental Services, Inc. 8041 North 1-70 Frontage Road Arvada, CO. 80002 800.666.6319 and 303.425.8718 Belfor Environmental Services 5075 Kalamath Street Denver, CO. 80221 303.833.8999 and 303.425 .7526 Facility Floor Drains Floor Drains will be installed in each of the (6) shop bays to capture and drain all wastes from vehicle operation and maintenance areas and will drain into an underground watertight vault located at the West side of the Facility. No Floor Drain wastewater will be discharged into any septic waste system. Removal and disposal of Floor Drain wastes will be contracted to: Safety-Kleen Services, Inc. 2801 South Tejon Street Englewood, CO. 80110 303.761 .8614 and 708.687.8460 Vehicle Washing Areas No vehicle washing area will be located in the Facility or on site. Fuel Storagc No fuel storage will be located in the Facility or on site. RODNEY L. STEELY KAREN STEELY fra- criti Dated: /2 - /E-- a20/3W Dated: /a - /'- gZD/S Hello