The URL can be used to link to this page

Browse Search

Home My WebLink About20140895.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 2 0 1 3 0 0 0 0 0 7 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or viww.co.weid.co.us) Legal Description See attached. , Section 35 , Township 1 North, Range 67 West Zone District: A , Total Acreage:603 , Flood Plain: N/A , Geological Hazard: N/A Airport Overlay District: N/A FEE OWNER(S) OF THE PROPERTY: Name: FEE OWNER OF PROPERTY: L.G. EVERIST, INC.-Dennis Fields, Vice President Work Phone# 303-286-2249 Home Phone# Email dlfields@Igeverist.com Address:7321 East 88th Avenue, Suite 200 Address: City/State/Zip Code Henderson, CO 80640 Name: CO-APPLICANT: L.G. EVERIST, INC. - Contact: Lynn Mayer Shults Work Phone# 303-286-2247 Home Phone# cell-303-514-2778 Email Imshults@Igeverist.com Address:7321 E. 88th Avenue, Suite 200 Address: City/State/Zip Code Henderson, CO 80640 Name:CO-APPLICANT: PLAINS ALL AMERICAN PIPELINE, L.P. - Contact: Colby Thomas Work Phone# 713-993-5709 Home Phone# Email CNThomas@paalp.com Address:333 Clay Street, Suite 1600 Address: City/State/Zip Code Houston,TX 77002 APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name: See above for two CO-APPLICANTS for this USR Amendment Application Work Phone# Home Phone# Email Address: Address: City/State/Zip Code PROPOSED USE: Plains All American Pipeline, L.P., under a lease from L.G. Everist, Inc., proposes to expand the Niobrara Crude Terminal transload operation currently permitted by USR840A2, as described in the attached USR application. 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 included indicating that the ignatory has to legal authority to sign for the corporation. Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date Legal Descriptions Transload Area only N%of Section 35,T11N, R67W, 6th PM,Weld County,Colorado Carr Gravel Resource E1/2 E%2 Sec 27, and W% Sec 26, and all of Sec 35, all located in T11N; also Sec 1, located in T10N; all Sections located in R67W, 6th PM, Weld County, Colorado Application for Use by Special Review Questionnaire Niobrara Crude Terminal, LLC 11/4/2013 TABLE OF CONTENTS Vicinity Map 3 1. Description of Proposed Use• 3 2. Consistency with the intent of the Weld County Code, Chapter 22 of the Comprehensive plan: 5 3. Consistency with the intent of Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located 6 4. Surrounding Uses and Consistency and Compatibility with Surrounding uses 6 5. Describe the following. 6 a. Number of People 6 b. Number of employees proposed to be employed at this site 7 c. Hours of Operation 7 d. Type and number of structures to be erected (built) on this site 7 e. Type and number of animals,if any, to be on this site 10 f. Kind of vehicles that will access this site and how often 10 g. Who will provide fire protection on this site 10 h. Water source on the property (both domestic and irrigation) 11 i. Sewage disposal system on the property (existing and proposed) 11 j. If storage or warehousing is proposed,what type of items will be stored 11 6. Proposed Landscaping: 11 7. Proposed Reclamation Procedures: 11 8. Stormwater Drainage 12 9. Construction Period- 12 10. Waste Handling Plan: 12 11. Dust Abatement Plan: 12 2 APPLICATION FOR USE BY SPECIAL REVIEW QUESTIONNAIRE VICINITY MAP A general vicinity map is provided for your reference below. Please see the attached drawings for further information. 410. _ North Carr,COI '25 Site US85 ss,UPRR 1 FIGURE 1 -VICINITY MAP 1. DESCRIPTION OF PROPOSED USE: This USR amendment application is in reference to a revision of USR-840 Amendment 2,for the expansion of an existing transload facility operated by Niobrara Crude Terminal,LLC, (NCT) a whole owned subsidiary of Plains All American Pipeline, L.P. (PAALP). On average PAALP handles over three million barrels per day of crude oil,refined products and liquid petroleum gas through their extensive network of assets located in key North American producing basins and transportation gateways.PAALP is publicly traded on the NYSE (PAA).Currently PAALP operates facilities across the United States, including Weld County, Colorado. This amendment application addresses the construction of an expansion of a crude oil rail loading facility and associated improvements on a site leased by NCT from L.G.Everist,Inc. (LGE) in Weld County southeast of Carr, Colorado.The leased site is approximately 250 acres in area and is located southeast of the intersection of WCR 124 and WCR 21.It is currently zoned Agricultural,and previously approved for rail transload operations under USR-840 Amendment 2. Surrounding properties are zoned Agricultural.The western boundary of the site is formed by WCR 21 and the Union Pacific Railroad's (UPRR) Greeley Subdivision. The transload operations area is a one section of the Carr Gravel Resource,USR-840,which is owned and operated by L.G.Everist,Inc. The entire site consists of over 1400 acres and is 3 permitted for the transload operations and sand and gravel mining. (Please reference the Weld County Resolution for 2nd Amended USR-840,dated 11/24/2010,for a more detailed list of permitting operations.)NCT wishes to expand the existing crude oil rail loading facility on the site. Currently the site serves to transload crude directly from truck to rail.As with the current operation,the oil will originate from local production and be brought to the facility via crude tanker trucks.Trucks hauling crude oil into the facility will come at different times accessing the site via an existing point from WCR 126.Trucks will unload their product through one of sixteen truck unloading spots. Each spot is equipped with dedicated pumps to transfer the crude directly to the trucking customer supplied and maintained storage tanks.Crude from these tanks will be sampled,metered,and pumped to the NCT crude storage tanks. Crude will also be supplied to the site from an inbound pipeline.The installation and maintenance of the pipeline will be the responsibility of a separate entity.The crude will be stored in API 650 above ground storage tanks in preparation for loading into rail cars. Rail cars will be brought in as "unit trains"consisting of 104 tank cars with two buffer cars and three six axle locomotives (about 6,800 ft.in length total).The facility has been designed to accommodate two unit trains simultaneously,one inbound empty and one outbound full.Provisions have also been made for future track expansion to accommodate an additional four unit trains and future bulk transload operations by LGE. UPRR will deliver a unit train to the facility consisting of 104 empty crude oil tank cars.The UPRR train crew will depart the facility,and the NCT train crew will operate the train until all tank cars are loaded.Each tank car to be loaded is inspected,grounded,the hatch is removed,the loading arm with vent system is inserted into the top of the tank car,secured, and loading starts.The loading rack will be dual sided, 13 spots each side,totaling 26 loading spots. Provisions have been made to expand the rack by another 2x13 spots totaling 52 spots.The loading rack will be covered by a metal framed building to protect the workers from the elements and limit precipitation in the loading area.Once the tank car is loaded,the loading arm is removed and the hatch is secured.Once all the tank cars have been loaded,the train is inspected.The UPRR train crew returns to the facility and prepares for departure.The time for the unit train crude oil loading operation can vary from 12 hours to 24 hours. Rail cars will be inspected onsite by the operators of the facility.Inspections are mandated by the railroad. Bad order tracks will be constructed to store and repair cars that do not pass inspection requirements. The equipment and buildings proposed for this site includes but is not limited to: • Approximately 16,000 feet of new industry track • Approximately 57,000 feet of future industry track • Rail car loading rack(-800 feet in length) • Four 150-foot diameter,48-feet tall,crude oil tanks • A fire water storage tank approximately 35-feet in diameter and 30 feet tall • Up to eight 20-foot diameter, 18-feet tall crude oil storage tanks • Vapor combustion unit(a sealed system designed to handle hydrocarbon vapors that are displaced by the loading liquids inside the tank cars). • Crude tanker truck unloading/metering stations • Pipeline receiving manifolds/metering equipment 4 • Loading manifolds and pumps • Administration building • Storage buildings • Property boundary fence Containment of the oil tanks on-site will consist of a primary and secondary containment. Tanks will be built on top of a concrete ring wall which has a flexible membrane liner that will be placed inside the ring wall foundation under that tank bottom to prevent leaks.The surface where the liner is placed is sloped to bring any captured liquid toward the ring wall where a drain pipe is located. Secondary containment will be a berm built around the tanks.The secondary containment berm for the storage tanks will be sized to contain the capacity of the largest tank plus the 25-year,24-hour rainfall amount. Secondary containment for the truck unload areas will utilize active containment measures,such as spill kits in the event of an oil discharge,rather than sized containment,per 40 CFR Section 112.7(c).In addition,the area will be gently sloped to one side and a berm will be constructed to prevent oil from escaping this area before cleanup occurs.Secondary containment for the rail loading rack will include grading the area to slope to the inside of the loop track and then constructing a berm around it,per 112.7 (h)(1).The bermed area will be designed to contain one full rail car plus approximately 30%. Overhead lighting will be located around the tanks,the rail loading area,the truck loading area,and the meter skids. An example of the proposed area lighting is attached this questionnaire. The proposed loading facility will operate 24 hours a day,7 days a week, 365 days a year. Please see the Site Plan in the Appendix for a more detailed layout of the proposed facilities. The operation outlined in this application does not necessitate or propose expansion of the land area beyond the approximate 250 acre site. Ownership Information As seen on Assessor Record: Contact: LG Everist, Inc. Lynn Mayer Shultz 7321 E. 88th Ave, Suite 200 303-286-2247 Henderson, CO 80640 Leased by: Contact: Niobrara Crude Terminal, LLC Colby Thomas 333 Clay St, Suite 1600 PlainsAll American Pipeline, L.P. PO Box 4648 333 Clay St, Suite 1600 Houston, TX 77002 Houston, TX 77002 (713) 993-5709 2. CONSISTENCY WITH THE INTENT OF THE WELD COUNTY CODE, CHAPTER 22 OF THE COMPREHENSIVE PLAN: 5 Section 22-2-10(D) emphasizes the extraction of natural resources as an important part of the Weld Country economy.A crude oil rail loading facility will contribute to the expansion of the county's industrial economic base by providing increased capacity to an essential function in the marketing of oil produced in Weld County. Oil and gas facilities are allowed as a use by right in the A (Agricultural) Zone District. Rail loading requires a Use by Special Review (USR) permit in Weld County to be a contributor to the economic development of the County. 3. CONSISTENCY WITH THE INTENT OF WELD COUNTY CODE, CHAPTER 23 (ZONING) AND THE ZONE DISTRICT IN WHICH IT IS LOCATED Section 23-3-40.A.7 of the Weld County Code explicitly states that crude oil rail loading is a use allowed to be constructed,occupied, operated and maintained in the A (Agricultural) Zone District only upon approval of a Use by Special Review permit in accordance with the requirements and procedures set forth in Article II, Division 4 of Chapter 23. Section 23-1-90 (Definitions) of the Weld County Code defines transloading (rail loading) as: "A process of transferring a Commodity from one (1) mode of Transportation to another whose primary activity includes the following kinds of USES: a. Rail and truck transloading (rail loading) of commodities and materials, including,without limitation,those for the agricultural and oil and gas industries,and including but not limited to grains,petroleum products,sand,pipe and storage related to the same." 4. SURROUNDING USES AND CONSISTENCY AND COMPATIBILITY WITH SURROUNDING USES The Niobrara Crude Terminal is immediately surrounded by the remainder of the Transload Area within the Carr Gravel Resource,a sand and gravel mining facility. The entire site is surrounded by large agricultural properties.The nearest residences are approximately one- half mile west of the property on WCR 21 and WCR 19.5. The UPRR Greeley subdivision mainline tracks and siding follow the site's western boundary. The UPRR has an agreement with the BNSF Railway,Inc. (BNSF),granting the BNSF operating rights along this corridor as well.The proposed use is consistent with energy development and the historical rail use of the region. 5. DESCRIBE THE FOLLOWING: A. NUMBER OF PEOPLE In addition to the permanent employees,the Niobrara Crude Terminal will be served at times by contractors,truck drivers,and railroad personnel.Approximately 20 deliveries or contractor visits,including postal deliveries will occur each day. 6 B. NUMBER OF EMPLOYEES PROPOSED TO BE EMPLOYED AT THIS SITE The Plains Niobrara Loading facility will have approximately 60 employees.There will be 20 employees working 12 hour shifts,thus there will be 40 employees on site at one time during shift change.Since the site will operate 24 hours per day,not all employees will be onsite at the same time. C. HOURS OF OPERATION The Plains Niobrara Loading Facility will operate 24 hours per day 7 days per week. D. TYPE AND NUMBER OF STRUCTURES TO BE ERECTED (BUILT) ON THIS SITE The structures and infrastructure to be built on this site are listed in Part 2,and included here for reference. • Approximately 16,000 feet of new industry track • Approximately 57,000 feet of future industry track • Rail car loading rack(—800 feet in length) • Four 150-foot diameter,48-feet tall,crude oil tanks • A fire water storage tank approximately 35-feet in diameter and 30 feet tall • Up to eight 20-foot diameter, 18-feet tall crude oil storage tanks • Vapor combustion unit(a sealed system designed to handle hydrocarbon vapors that are displaced by the loading liquids inside the tank cars). • Crude tanker truck unloading/metering stations • Pipeline receiving manifolds/metering equipment • Loading manifolds and pumps • Administration building • Storage buildings • Property boundary fence Track construction will include two switches (commonly referred to as turnouts)off of the UPRR mainline track. All signalization and turnout construction from the UPRR mainline to the industry track will be conducted by the UPRR. UPRR will also review the industry track plans as part of their approval process for operating on the privately owned industry track. Industry track is any privately owned and maintained track for commercial use that connects to a serving railroad.Track construction inside the facility will utilize the existing track,as well as new track, constructing a partial loop with adequate storage for inbound and outbound unit trains. In addition, a truck unloading area will be constructed and will be where trucks unload crude oil to the truck storage tanks.Four crude oil tanks (150-feet diameter, 48-feet height)will be installed on-site.The storage tanks will hold crude oil that will is transferred from the truck crude oil storage tanks or brought to the site via pipeline. These tanks serve as interim storage of crude to be transferred to the rail tank cars. 7 It is anticipated that all tanks will be constructed on concrete ringwall foundations over a flexible membrane liner. The flexible membrane liner serves as a leak detection measure and also serves to protect the tank from corrosion.The final foundation requirements will be dependent upon the geotechnical report being prepared for the project. A vapor combustion unit,metering equipment,pipeline receiving manifolds (if needed),and storage building(s) for parking and storage of equipment necessary to maintain the facility are to be included on-site. Buildings on site include: • Administrative building:will contain offices and will be used for administrative purposes • Operations/welfare building:will overlook and control the overall operation and is supported on the loading rack inside the canopy. • Electrical building(MCC building):will hold electrical instrumentation including switch gears for the site's major equipment. • Storage building:to be used for storing product samples and general equipment storage • Rail loading canopy:This is a half-walled structure that will be constructed over the rail loading rack and tracks to offer the employees working on the loading rack protection from the elements. Images of selected structures listed above are provided below for your reference. — � — s, FIGURE 2 -TYPICAL CRUDE OIL STORAGE TANK 8 'IlY7:4,-- . ' . ' .. , .40ppAr.46, ._..- If it II ,! k -li all . e#ji 1 - --le i -Adi . IR 1 Via �` I �I I, "Ii Nal, s ssi' 2' —jeli V I '. ' liti - k'� -��, �I a.3. A _ `v ,._ FIGURE 3 - EXAMPLE RAIL LOADING RACK IlIi1III �� k;... A..; :--w _� _ --.•r 1.• "Z''- . _ ',,._,,. ,..-,..," .-....,,..:1.4.fr:*::'''...'&" . - . - --': ....:- -----: F . . FIGURE 4 - EXAMPLE CANOPY AT RAIL LOADING AREA 9 r .' yr >t "IAA FIGURE r:- y FIGURE 5 - TYPICAL VAPOR COMBUSTION UNIT E. TYPE AND NUMBER OF ANIMALS, IF ANY, TO BE ON THIS SITE No animals will be on the site. F. KIND OF VEHICLES THAT WILL ACCESS THIS SITE AND HOW OFTEN The traffic on site will include automobiles,trucks,trucks equipped for hauling crude,tractor(s),ATV(s),locomotives, and railroad tank cars.The site will also accommodate parking for employees'personal vehicles. Company vehicles will be assigned to this facility along with maintenance equipment,including a tractor for mowing and snow removal. Periodic maintenance activities may require third party contractor vehicles onsite on an as-needed basis.The tractor/trailer units will have a maximum weight as allowed by State and County standards and be between 65 and 75 feet long. Each tractor/trailer can haul approximately 185 barrels per load and the amount of traffic depends on the volume of oil required to be delivered. Up to 100 trucks per day are expected to access the site.A traffic study is included as part of this USR package and details the traffic requirements of the facility. G. WHO WILL PROVIDE FIRE PROTECTION ON THIS SITE The Nunn Fire Protection District(Nunn FPD) is the Authority Having Jurisdiction (AHJ) for the facility.Fire stations (Nunn FDP and others) are located in Nunn, Wellington, Briggsdale, and Ault.The facility will have two points of access,the main 10 access from WCR 126,and a secondary access from WCR 120. NCT representatives met with the Nunn FDP fire chief on October 7,2013 to present the site and to discuss any requirements of the Nunn FPD.At this meeting no specific requirements were required from the Nunn FPD. The NCT team will continue to coordinate with the Nunn FDP to provide the appropriate level of protection and is seeking a letter of approval from them that will be provided to the county for record purposes. H. WATER SOURCE ON THE PROPERTY (BOTH DOMESTIC AND IRRIGATION) There is an existing commercial exempt water well on the site utilized for drinking and sanitation in the existing administration building(Permit#286627). It is anticipated that a new commercial exempt well will be utilized for the proposed administration building and the NCT team will pursue this through the State Division of Water Resources. LGE posses a secondary source (an existing non- exempt well)that will likely be utilized by NCT,with permission from LGE,to supply the needed tank hydrostatic test water and to provide the initial fill of the fire water storage tank. I. SEWAGE DISPOSAL SYSTEM ON THE PROPERTY (EXISTING AND PROPOSED) An approved septic system exists next to the office in the northwest corner of NCT's lease area.An additional commercial septic system for personnel use only is planned to be built on the site with the location to be determined. The septic system will serve the proposed administration building. The proposed commercial septic system will be designed in accordance with Weld County regulations and permitted through Weld County. J. IF STORAGE OR WAREHOUSING IS PROPOSED, WHAT TYPE OF ITEMS WILL BE STORED There will be small storage buildings on site that will store small equipment associated with the facility.There is no outdoor storage. 6. PROPOSED LANDSCAPING: No landscape screening currently exists and no additional landscaping is proposed with this application. Stabilization will be in conformance with the Colorado Department of Health and Environment(CDPHE),Water Quality Control Division Stormwater Management Plans (SWMP). 7. PROPOSED RECLAMATION PROCEDURES: 11 PAALP has no intentions of ceasing operations of this facility once it is operational.This facility is intended to be a long-term operation,however should the NCT no longer be needed by PAALP,equipment will be removed from the site and any vegetation on site will comply with County standards. 8. STORMWATER DRAINAGE: Stormwater drainage during construction will be in compliance with the CDPHE SWMP. A Colorado Discharge Permit System (CDPS)will be obtained by the contractor at the time of construction. Please refer to the attached drainage study for details regarding the stormwater drainage on the site. 9. CONSTRUCTION PERIOD: Construction of the NCT is anticipated to commence at the time of approval of this requested USR permit and the approval of the air permit. Timing of the construction of the work on the UPRR right-of-way will be coordinated with UPRR. Access during construction will be from the existing access road off of WCR 126. It is anticipated that the current transload operations will continue through the construction period. 10. WASTE HANDLING PLAN: The objective of the Waste Handling Plan is to ensure waste generated at the facility is managed in accordance with all Local,State and Federal regulations.Additionally,the plan identifies operational chemicals used or stored on site requiring specific disposal pathways. PAAP personnel are trained annually with regards to proper waste management practices. A comprehensive waste handling plan is included with this submittal. 11. DUST ABATEMENT PLAN: The facility will take all reasonable precautions to prevent fugitive dust emissions at the facility and will construct,maintain,and operate the facility to minimize fugitive dust emissions. The following precautions include,but are not limited to the following: Use,where possible,of water or chemicals for control of dust during construction and operations,grading of roads,or clearing of land. The application of coarse aggregate on all unpaved terminal roads where vehicle traffic will occur.Additionally,the applicant will re- vegetate areas cleared during construction that are suitable for such re-vegetation where natural re-vegetation may not return. On site vehicle speed limits are POSTED so as to restrict speed for dust control and safety reasons. The facility will conduct a survey once a week during construction and operation to determine if there are obvious,visible dust plumes. This will be done in active areas during daylight hours. Documentation will be retained on location. 12 Documentation of the survey results will include the date and time of the survey, identification of the cause of dust plumes observed,and reasonable precautions taken to prevent the fugitive dust emissions. The facility will maintain records for five years that document the fugitive dust prevention plan,the periodic surveys and the reasonable precautions that were taken to prevent fugitive dust emissions. Please refer to the complete Dust Abatement Plan submitted with the USR application. 13 MATERIAL LIST TURN B! REM NO NO BLOC DESCRIPTION OWNER DIMIPoCNR 1 04 FLOODLIGHT,IDWW,4B5VAC,METAL H410E,COOPER LUMARK#MHNK-SOD-1000-4B0N-LL TTS-XA X 1A 15 FLOODLIGHT.400*,450VAC,METAL HALIDE,COOPER UMARK IMHNK-575-400-450V-LL-TTS-XX 2 14 LIGHT POLE.35',STRAIGHT STEEL,COOPER#530&0325F 3 6 SUPPORT BRACKET FOR 2 LAMP FIXTURES.COOPER#101-023 X 4 5 SUPPORT BRACKET FOR 3 LAMP FIXTURES,COOPER#101-013 X 5 3 SUPPORT BRACKET FOR 4 LAMP FIXTURES.COOPER 1101-043 X NOTE.. USE 400W FLOODLIGHTS AT OFFICE AND RECEIPT BUILDINGS OIA O IA �POLE II 3 A 2 POLE IA O1A I I I u 5 p (MANIC GREEN COPPER STRANDED FRONT VIEW CABLE TO LIQIT ill CRANE III III GROUND_ -i I III I !�� II ▪ I II I II I81 I I I ▪ I-1 -- R AFL - GONjRP�VER�Fv Fes- -H1 (6)#T YER0CAL(11.) p1E�0 N510N`' CONCRETE #3 RES Al?HORIZONAL(RM.) 0.VA s,,S Ok I jCt10N FLOODLIGHT POLE W!2 OR 4 ' p51g3113 FIXTURES PLAINS MARKETING,L.P. PLAINS MARKETING,L.P. 9!m RIDGE&ASSOCIATES,INC. TAMPA TERMINAL co +�1 CONSULTING ENGINEERS P.O.BOX FlNDLAY,OHIO 10EN 45838 _AA'W PM].FIPM a/COMM IC AREA LIGHTING SYSTEM IJ02685E15 aaiM...o. ilEa.,.a».,... INSTALLATION DETAILS Application for Use by Special Review Questionnaire Supplemental Information Niobrara Crude Terminal, LLC 12/9/2013 TABLE OF CONTENTS Comments from Environmental Health and Human Services: 3 Comments from Department of Public Works: 4 Comments From the Department of Planning Services 4 2 APPLICATION FOR USE BY SPECIAL SUPPLEMENTAL INFORMATION � a The following information is provided to address the comments concerning the land use application for the expansion of an existing transload facility operated by Niobrara Crude Terminal,LLC, (NCT)a whole owned subsidiary of Plains All American Pipeline, L.P. (PAALP). COMMENTS FROM ENVIRONMENTAL HEALTH AND HUMAN SERVICES: 1. Site plan -Plot the existing and proposed septic systems on the site plan. • Requested items have been included in the revised plot plans. 2. Waste Handling Plan - Update Waste handling plan with the names,addresses and phone numbers of local waste handlers and disposal/recycling facilities. • Plains contracts all waste handling through Clean Harbors Environmental Services. Contact information is below. Clean Harbors 700 17th Street, Suite 2300 Denver, CO 80202 Phone: 303.357.4715 3. Utilities, Water Source-not submitted. Need a copy of well permit No.286627. Proposing another well for drinking and sanitary purposes.Submit documentation from the Colorado Division of Water Resources that the well(s)are approved for the proposed uses. CDPHE public water supply permit will be required if the drinking water serves 25 or more persons per day. • Well permit No 286627 is included with this supplemental submittal. • A commercial exempt well permit application has been included with this supplemental submittal,and has been submitted to the State Engineers Office. A commercial exempt well is permitted for this location as the proposed well is not within the same 40-acre parcel of well 286627,and the water demand is within the allowable threshold. • The CDPHE public water supply permit is not applicable,as the drinking water source does not serve 25 or more persons per day. 4. Utilities-Sewage Disposal-Proposed engineered septic system. However did not provide a copy of the existing septic permit. Existing septic system may require an engineer evaluation to determine if adequate for the proposed hydraulic load.EPA Class V injection well approval will be required for septic system serving 20 or more person per day. 3 • A copy of the existing septic permit has been included with this supplemental submittal. The initial septic permit was assigned number SP1100124,then when the septic system was modified it was assigned permit number SP1100179. • No proposed additional use or changes are proposed to the existing system. • The proposed septic system will be designed in accordance with Weld County criteria and will comply with the requirements of the Colorado Dept.of Water Resources commercial exempt well permit. S. Miscellaneous-Not submitted but required prior to approval, construction,or operation. APEN approved by the Colorado Air Pollution Control Division;SPCC plan;provide specifications for AST secondary containment;loading and unloading pad construction and spill containment;stormwater discharge permit for construction activities. • Noted. Items will be submitted prior to approval. COMMENTS FROM DEPARTMENT OF PUBLIC WORKS: 1. No comments to be addressed at this time. COMMENTS FROM THE DEPARTMENT OF PLANNING SERVICES 1. Questionnaire. A. Please provide additional narrative on how the facility operates from the acceptance of the inbound product to the outbound delivery,including the means of accessing the site by tractor trailer and how the off-load of the product at the truck unloading zone is achieved. Will there be a scan card,punch button tablet or other means to offload material? o Tractor trailers will access the site solely from WCR 126. Access from WCR 21 is provided as a secondary means of access in emergency situations. Trucks will enter the off-load area southbound along the access road,proceeding to a designated station for offloading. When at the station, NCT personnel will hook up an unloading hose to the valve at the bottom of the tank car. The driver will enter a pass code into a security key pad which will document the truck drivers identity, product, and company. Product will then be pumped from the truck to an above ground storage tank(AST) for storage prior to transfer to the primary tank farm. b. Will there be any testing of the product prior to the loading onto rail cars?Ifyes, what will you be testing for and how is this action achieved? o Yes,product will be sampled prior to loading into rail cars. Product will be sampled to ensure the product meets industry standards for Niobrara crude. This is achieved by passing the product through sampling skids prior to transfer into the primary tank farm. Both the truck supplied and pipeline products are sampled. 4 c. Please provide additional narrative on the site features,for example the containment ditch and how it functions;the turnout pad;the VDU should be labeled with the name of the equipment;the IW pond(N)and the future IW ponds, what is their use and how do they function within the site? o The containment ditch to the east of the truck unload area will function to capture and convey stormwater from the truck unloading area. Water will be captured and conveyed under the rail through culvert#4,shown on sheet,C8. o The turnout pad is a graded area provided for construction of the rail turnout(or switch) from the UPRR mainline. Construction of the turnout will occur on the pad and then slid into place. o VDU labels have been revised to be Vapor Combustion Unit to correlate to the terminology used in the USR Questionnaire. o The IW pond (N) and future IW ponds function as containment in the event of a rail tank car spill. The ponds do not convey stormwater drainage. d. Please provide a letter or permit from the Division of Water Resources,State Engineers Office,as evidence that a commercial well is available and obtainable and what stipulations are attached to this water source. o A commercial exempt well permit application has been included with this submittal and has been submitted to the State Engineers Office.The proposed use and location of the well meet the requirements of the application. e. Please provide the agreement between PAAP and LGE for the use of water from the non-exempt well for hydrostatic test water. o The test water agreement is under development between NCT and LGE and will be provided prior to testing operations. f Provide comment on the security features associated with this facility. Will the site be fenced,ifyes,what type offencing?Will there be restricted access to areas within the site? How is access gained,etc.? o Chain link fencing and gates will be placed around the perimeter of the facility,with gates at the entrances. o Site access will be restricted to authorized personnel only and must sign in at the truck unloading administration building located near the truck unloading area. g. Please discuss site lighting. Will there be overhead lighting at the off load and upload terminals? Will the onsite lighting be on continuously during non-daylight hours?Will all lighting be on poles with stadium lighting utilized?What is the height of the pole structure and what is the overall height of the fixture? Will additional lighting be utilized, and if yes,please provide a cut sheet and narrative. o Overhead lighting will be provided at the off load and upload terminals. 5 o Lighting will be continuously on during non-daylight hours for worker safety.Pole height is approximately 35 feet,with a 2 feet extension for the light and approximately 3 feet of exposed foundation,for an overall height of approximately 40 feet. o Site lighting will be on poles,similar to the drawing included in the USR questionnaire and to the one included in the appendix. Lighting inside the loading canopy will be mounted to the building and the loading rack. o A lighting cut sheet has been included in the appendix. h. Please discuss site signage. Will there be a facility sign? There appears to be two entrances proposed. Will each entrance have a sign? Please elaborate. o A facility sign is already in place at the intersection of the north access road and WCR 126. No additional signage is proposed. The second entrance is an alternate entrance for emergency use only and will not be signed. i. Please provide discussion on methods to be employed to reduce on-site noise. o In general,the activities proposed on site do not differ in noise generation from past/current uses (UPRR mainline traffic,gravel mining). In an effort to reduce truck noise,truck idling will be kept to a minimum. 2. For all mapping associated with the application. Please provide by separate file each map individually for inclusion in the case file and for use in presentations associated with the application. o Noted and included with this submittal. a. The inbound crude oil pipeline(s)to be constructed at a later date and by others is delineated on the drawings. Will this pipeline be placed in an easement that is recorded? Please provide additional comment. o The lease agreement between Niobrara Crude Terminal and LG Everist states that the parties will work together for any such pipeline accesses and easements.The easement will be recorded with the county. b. The northernmost future LGE track appears to encroach into the Plains unloading zone area,specifically the containment ditch. Please provide additional comment on how these future LGE tracks will function relative to the PAAP leasehold area encroachment. o The future LGE track has been revised to stop short of the lease area and the containment ditch. c. There are no storage buildings located on site per the mapping documents, however,small storage buildings are described in the narrative associated with this application. The PAAP Keenesburg facility added similar structures to the 6 drawing set as future structures, no needed at the time of application,however buildings that may be needed for an unforeseen use in the future. o It is anticipated that similar structures may be required at the Niobrara facility. A future storage building has been included in the mapping documents. Size,location,and number is yet to be determined. d. The retention pond for water storage and tank hydrotesting, is this feature designed for the storm event or for other uses? Will the site improvement be lined? Please provide additional comment. o The retention pond for water storage is strictly for use in storing water for tank hydrotesting. It is not for stormwater management. The pond may be lined,this will depend upon the permeability of the soil (to be determined by the geotechnical engineer). If lined,the liner will be temporary and removed after completion of hydrotesting. 3. Staff requests the application be submitted in a word document format and all spreadsheets be submitted in excel format for all parcel related data. This will provide ease of adding all of the parcel information data into our case file database for processing and notification. • Documents,with the exception of the drawings and engineer sealed reports, have been included with this submittal in their native format as downloaded from the county website or created for this submittal (e.g.the questionnaire is in *.docx format,the application is in pdf format). 7 PAAP Niobrara Crude Oil Rail Terminal— Fugitive Dust Plan Requirements for Minimizing Fugitive Dust Work Practice and Operational Requirements The facility will take all reasonable precautions to prevent fugitive dust emissions at the facility and will construct, maintain, and operate the facility to minimize fugitive dust emissions. The following precautions include, but are not limited to the following: • Use,where possible, of water or chemicals for control of dust during construction and operations, grading of roads, or clearing of land; • Application of coarse aggregate on all unpaved terminal roads where vehicle traffic will occur; • Re-vegetate areas cleared during construction that are suitable for such re-vegetation where natural re-vegetation may not return; • On site vehicle speed limits are POSTED so as to restrict speed for dust control and safety reasons. Monitoring Requirements • The facility will conduct a survey once a week during construction and operation to determine if there are obvious, visible dust plumes. This will be done in active areas during daylight hours. Documentation will be retained on location. • Documentation of the survey results will include the date and time of the survey, identification of the cause of dust plumes observed, and reasonable precautions taken to prevent the fugitive dust emissions. Recordkeeping Requirements The facility will maintain records for five years that document the fugitive dust prevention plan, the periodic surveys and the reasonable precautions that were taken to prevent fugitive dust emissions. Weekly fugitive Dust Survey Date: Time: Estimate of Wind Speed Strong Moderate Light None Direction of wind Dust Plumes Observed? Y N Dust Plumes Visible Beyond Facility? Y N Reinediation: Name Signature a C(itjti4 Weld County Public Works Dept. -'- 1111 H Street ACCESS PERMIT P.O. Box 758 G `r' e Greeley, CO 80632 APPLICATION FORM �1J� a' Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner(If different than Applicant) Name Tn)N t,\. 7'1�^e-1M / VP Name L . G• ELE1ZU1 wc, Company L-c31 &VE L (/, / /VC• Address Address 7. 2 Xr.I E "- � �r�lZ,f3 City State Zip City t ,4'de1SD). State CD Zip .O(r7S(0 Phone Business Phone 3 Zg(o Z,ZV'' Fax Fax 3o3 2 1 /34/ E-mail E-mail d I-t--;0)()3(Q!), 19 Waist ♦= Existing Access 0= Proposed Access Parcel Location &Sketch The access is on WCR 1 2-( Nearest Intersection: WCR IZ(0 &WCR W /2 Distance from Intersection Parcel Number 010 1 35Ooopb7 5a.c;Z7 7 Section/Township/Range .SQC 35 /T11 'r Is there an existing access to the property? YES NO NO N , 35 a Number of Existing Accesses 2— Road Surface Type&Construction Information Asphalt X Gravelx Treated Other we l 20 Culvert Size &Type Materials used to construct Access t/)CrJ. V P Construction Start Date N) Finish Date N 1•A' Adr-e,A. V$ /D Proposed Use Temporary (Tracking Pad Required)/$75 ❑ Single Residential/$75 ❑ Industrial/$150 Small Commercial or Oil & Gas/$75 ❑ Large Commercial/$150 Subdivision/$150 Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? ❑ No )4';USR ❑ RE PUD c Other )6(mtkr13,1A41 UN.N° 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. nn nn /�� r Signaturrecdo� 4 . .�e _Printed Name J!P in vx S f P l ei 5 Date / 1 — g - /3 Approval or Denial will be issued in minimum of 5 days. Approved by Revised Date 6/29/10 (4),-:tv.!!...-7.-",,-,•-•-• . -W -1441 e ,T uripodP.- 4 ' -•• - - ' ,_ - 7 WO•liW 5 Figure 1-Looking South Towards Access -y, . .. - yeolPht wor r 4_,,,.. �", ►._ rr c Figure 2-Looking West on WCR 126 t r,• ._ .00...... \po. ...'''.'...•%. 1 gol Figure 3-Looking East on WCR 126 —1 CI to Comm woe lita. 8 _ r -L a trilietli_ .. 4 1 Figure 4-Looking North from WCR 126 FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Niobrara Crude Terminal, LLC 303-286-6400 Name: Phone: Address: 9958 CR 126 City, ST, Zip: Carr, CO 80612 Business Owner: Plains All American Pipeline, L.P. Phone: 713-993-5709 333 Clay St. Houston, TX, 77002 Home Address: City, ST, Zip: List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Justin Nicholson Supervisor 9958 CR 126, Carr, CO 303-286-6400x29 Business 24/7 Hours: Days: 365 days / year Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: N/A Location of Safe: N/A ********************************************************************************************************************************* MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: 2 Location(s): 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 offerech a public service of the Weld Coun rill's Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: TBD Gas Shut Off: TBD TBD Exterior Water Shutoff: TBD Interior Water Shutoff: C ► L.G. E RIST, INC. td o` 7321 E. 88m AVENUE, SUITE 200 11.1-.-t': ROCK SOLID SINCE 1876 j ��`< HENDERSON, COLORADO 80640 s'-- >: I PHONE 303-287-9606 ® FAX 303-289-1348 " -K February 27, 2014 Tracy Kosloff and Sarah Brucker Colorado Division of Water Resources 1313 Sherman Street, Room 821 Denver, CO 80203 RE: Response to Referral Letter for Weld USR13-0065 (aka AmUSR-840) Dear Ms. Kosloff and Ms. Brucker: L.G. Everist, Inc. is writing in response to Ms. Kosloff's referral letter, dated December 30, 2013. On February 26, 2014, Lynn Mayer Shults(L.G. Everist) spoke with Ms. Brucker(DWR) to explain some revisions to the proposed water uses from the initial USR application, and to get guidance as to how to best address the changes and this referral response. Water for Hydrostatic Test and Fire Water Storage Tank-will no longer be needed. The lessee/developer, Plains All American has decided to use an alternative non-destructive testing method prescribed by API Standard 650—Welded Tanks for Crude Oil Storage. This method does not require filling the tanks with water to test their integrity. - The fire water storage tank is not being required at this time by the local fire district. If and when it is required, it would easy to bring in the water by tanker trucks. Therefore, use of the L.G. Everists existing non-exempt well is no longer required for these uses. Commercial Exempt Wells -1 existing and 1 to-be-installed Well Permit#286627 -This is the existing commercial exempt well. We do not have meter readings on this well, we mistakenly thought this type of well did not require a flow meter. We are getting a meter installed and can then submit readings to the Division on an annual basis (or more) if requested. However, please note that the uses for this well have certainly been far below the limits of a commercial exempt well. When we applied for this well, we estimated use for 8 employees and 10 customers per day. The actual use has been an average of 3-4 employees per day, and most customers (truck drivers, who are generally on site less than 1 hour) use conveniently located port-a-potties if needed. Well Permit#293083-This well is not yet installed. When we applied for this well, I was confused on the • additional staffing that Plains would need. I initially thought that they would have 20 people staffed at the office where this well would be located. I have since found out that they will have 8-10 employees staffed at this office/well, and increase the staffing numbers over at the existing office/well up to the already calculated number of 8 employees. Therefore, I am submitting a revised Commercial Drinking and Sanitary Well Worksheet(Form GWS-57) with a more accurate count for Well Permit#293083. We will make sure that a flow meter is connected on this well when it is installed, and send in all the pertinent information with the well completion reports. C-Niobrara-RespToDW RforUSR-022614.docx RE: Response to Referral Letter for Weld USR13-0065 (aka AmUSR-840) 02/27/2014 We believe this addresses any questions the Division may have had with the submittal. If you need additional information after this response, please contact me by email (Imshults@lgeverist.com), or telephone (303-286-2247) or mail (address above). Thank you. Sincerely, Jy /// 3 :11/ '1 -1 A /57-1-3 Lynn`Mayer Shults Regulatory Manage" cc: Dennis Fields, L.G. Everist, Inc. Kim Ogle, Weld County Planning Andrew Leifheit, Wilson & Company(Plains/Niobrara consultants) attached: - copy of Well Permit#293083 - revised Commercial Drinking and Sanitary Well Worksheet (Form GWS-57) for Well Permit#293083 C-Niobrara-RespToDWRforUSR-022614.docx COLORADO DIVISION OF WATER RESOURCES Form GWS-57(10/2013) DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST.,STE 821,DENVER,CO 80203 Application Receipt No. main: (303)866-3581 h:tp://water.state.co us fax:(303)866-3589 Applicant's Name: _! COMMERCIAL DRINKING AND SANITARY WELL WORKSHEET Review instructions on reverse side prior to completing form.Th�egform must be completed in black or blue ink or typed. 1. Name and Type of Business: L.G, v- iZ i JIUC.: \!I �Z A / t;t�U' TeKi I NAL, L Lc_ 2. Is this application for a new well?V .� , Jam-'Yes '--- Si. ,i i i Deti to".1- i� .v Q- �-�?i-,PMA4 14 G' 3O ---W O re-t i,i as rLi d l 9 , [-:1No If no,is this application for a change of use for an existing well? ❑Yes Permit Number of well(if applicable) ❑ No For wells used for drinking and sanitary purposes prior to May 8, 1972,a field inspection of the well to verify historical uses may be required. See form GWS-12 Registration of Existing Well and form GWS-12A Statement of Historical Use for further information. 3. Is the parcel the well is located on(or will be located on)within the boundaries of a water service area(water district, municipality,water company,etc.)or is water available from another source(such as a well)? ❑Yes If yes, indicate what this other source is lg No (name of water district/supplier,or well permit number) 4. Proposed type of disposal system to be used: M.. Septic tank I absorption leach field ❑ Central System (district name:) ❑ Vault(location sewage hauled to:) ❑ Other(attach copy of engineering design) 5. Water Demand Calculations(for average factors for water demand see below) Employees Number of X Number of Gallons !X Number of Days Employee = Gallons per Year Employees per Employee per Day Works per Year /0 X x 3620 _ OGTE A Customers Number of X Number of Gallons X Number of Days Business = Gallons per Year Customers per Day per Customer I is Open per Year 0 X X I = B Other Uses (Note: No uses outside of the building would be permitted for this type of well.) Type of Use X Gallons per Use per Day X Days per Year = Gallons per Year 1 X X = C Total amount of water required: = Gallons per Year • (A+ B +C) te V Ps/ow- 3(4) = For wells us(d r commercial drinking and sanitary purposes on or after May 8, 1972, the total water demand cannot exceed 108,600 gall\ (1/3 of an acre-foot)per year. For wells used for commercial drinking and sanitary purposes prior to May 8, 1972,the total water demand cannot exceed 325,900 gallons(1 acre-foot)per year. General Guidelines for Water Demand in Gallons per Day Day Workers at Offices—15 gallons/person/day Food Service Establishments(with toilet and kitchen wastes)— 10 gallons/patron/day Churches(does not include food service)—5 gallons/seat/day Overnight Lodging—50 gallons/customer/day On-Site Proprietor of Overnight Lodging(i.e. on-site owner of a Bed&Breakfast)—80 gallons/person/day Additional water demand figures may be obtained from a private water consultant or from a technical reference on this subject. Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St..Denver,Colorado 80203 (303)866-3581 LIC WELL PERMIT NUMBER 293083 - - APPLICANT DIV. 1 WD 1 DES. BASIN MD APPROVED WELL LOCATION WELD COUNTY SW 1/4 NE 1/4 Section 35 L G EVERIST INC Township 11 N Range 67 W Sixth P.M. NIOBRARA CRUDE TERMINAL LLC DISTANCES FROM SECTION LINES 7321 E 88TH AVENUE SUITE 200 Ft. from Section Line HENDERSON, CO 80640- Ft. from Section Line (303) 286-2247 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL . Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. • 3) Approved pursuant to CRS 37-92-602(3)(b)(I)and the policy of the State Engineer for appropriation of ground water tributary to the South Platte River system. 4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The annual amount of ground water to be diverted by this well shall not exceed 1/3 acre-foot(108,600 gallons). 7) Approved as the only well on a tract of land of 40.00 acres described as the SW 1/4 of the NE 1/4, Sec. 35,Twp. 11 N, Rng. 67 W, Sixth P.M.,Weld County. 8) The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner(recorded at least annually)and submitted to the Division Engineer upon request. 10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as-built well location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTICE:This permit has been approved subject to the following change:The distances from section lines and latitude/longitude values provided with the permit application did not agree and therefore were not used. Instead,this well permit was issued for a"floating"well location within the specified tract of land. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty(60)days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.) APPROVED j SRB State Engineer Bly- \Receipt No. 3662801 DATE ISSUED 12-17-2013 'XPIRATION DATE 12-17-2015 , !NI �+/•� Alaska LSO Arizona &COMPANY California Colorado 1675 Broadway, Ste.200 Florida Kansas Denver, CO 80202 Louisiana 303-297-2976 phone Missouri 303-297-2693 fax Nebraska New Mexico Oklahoma Texas Utah Kim Ogle Weld County Department of Planning Services Greeley Office 1555 N 17th Ave, Greeley CO 80631 RE: Niobrara Crude Terminal, LLC USR Staff Report Kim - Thank you and your staff for taking the time to meet with us to discuss the USR Staff Report and the procedures for the Planning Commission Hearing and the Board of County Commissioners Hearing. We have also provided responses to the selected referral items below for your use and information. Department of Planning Services; 1.B.1 - The applicant shall submit evidence of an Air Pollution Emission Notice (A.P.E.N.) and Emissions Permit application from the Air Pollution Control Division (APCD), Colorado Department of Health and Environment. Alternately, the applicant can provide evidence from the APCD that they are not subject to these requirements. (Department of Public Health and Environment) The A.P.E.N application is attached for reference. This was also submitted as an attachment to the USR questionnaire. 1.B.3 - Submit documentation demonstrating that the secondary containment to be constructed around the aboveground tanks complies with the Colorado Oil and Gas Conservation Commission's Rule 604. (Department of Public Health and Environment). Colorado Oil and Gas Conservation Commissions Rule 604.a.4 states: Berms shall be constructed around tanks in the absence of remote impounding. Both methods shall enclose an area with sufficient volume to contain the entire contents of the largest tank in the enclosure. Berms shall be inspected at regular intervals and maintained in good condition. When a berm is provided around tanks no potential ignition sources shall be installed inside that area. a — HIGHER N.;� ,ona yy UVI LSON I Page 2 &COMPANY A containment berm is to be constructed around the four 150,000 barrel crude oil storage tanks and is in conformance with Rule 604, as shown below. 150,000 bbl tank: 842,200 CF 25 year/24 hour Rain Event: 91,500 CF Total Required Capacity: 933,700 CF Berm Containment Capacity: 1,187,640 CF 1.B.5 - In the event the facility's water system serves more 25 persons on a daily basis the water system shall comply with the Colorado Primary Drinking Water Regulations (5 CCR 1003-1). Evidence shall be provided to the Weld County Department of Public Health and Environment that the system complies with the Regulations. (Department of Public Health and Environment) Neither well serves more than 25 persons on a daily and therefore is not subject to Colorado Primary Drinking Water Regulations. Please see attached letter. 2.B & 4.B - The applicant shall submit evidence of an Underground Injection Control (UIC) Class V Injection Well permit from the Environmental Protection Agency (EPA) for any large-capacity septic system (a septic system with the capacity to serve 20 or more persons per day). Alternately, the applicant can provide evidence from the EPA that they are not subject to the EPA Class V requirements. (Department of Public Health and Environment) It is not anticipated that the well serve more than 20 persons, however, we did submit for permit to comply. Please see attached letter from the EPA to add the septic system to the inventory. No other actions are required per the EPA. 3.A - The applicant shall submit evidence of a Colorado Discharge Permit System or CDPS permit from the Colorado Department of Public Health and Environment (CDPH&E), Water Quality Control Division, to cover stormwater discharges from construction sites (5 CCR-1002-61). Alternatively, the applicant can provide evidence from CDPH&E that they are not subject to the CDPS requirements. (Department of Public Health and Environment) Please see attached CDPS permit. wI LSON I Page 3 &COMPANY Thank you for your time in reviewing this application and please feel free to contact us should you have any questions. Sincerely, 4'/- 0 Andrew Leifheit, PE Project Manager Wilson & Company Andv.leifheit@wilsonco.com 303-297-2976 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY .[ SHALLOW WASTE DISPOSAL SYSTEM/WELL INVENTORY REQUEST FORM y* .e (Form adapted from OMB No.2040-0042) •44 rectit° Shallow waste disposal systems/wells release waste fluids into or above shallow ground water and include:commercial septic systems,sumps,drain fields, French drains,cesspools,abandoned drinking water wells,dry wells and infiltration galleries.EPA's Underground Injection Control(UIC)regulations require inventory information for all disposal systems/wells and additional information for certain types of systems/wells. This form is designed to collect basic information for all systems/wells to determine which are used for underground disposal of waste fluids. • If your business has more than one location within Colorado,please copy and submit an Inventory Request Form for each facility. • If this is your residence,and your commercial facility is located elsewhere, provide the information for your commercial facility. However,if you work out of your home,please complete and submit this form. • If you lease or rent the space for your business,as the operator of the business,you are responsible for submitting the inventory information for this facility. I. IDENTIFICATION OF DISCHARGE/DISPOSAL SYSTEM/WELL Please circle YES or NO to all items that pertain to the way your business or facility disposes of waste fluids.Waste fluids include wash water,storm water,sanitary waste and spills.If you need assistance completing this form,call Lynne Newton at(800)227-8917,extension 312-6127. 1. Is your facility connected to a public sewer system? YES NO 2. Excluding kitchen and bathroom waste,does you facility dispose of any fluids through a YES NO connection to septic system with a drain field,including floor drains and utility sinks? 3. A self-contained holding tank is one that has no overflow line.Are waste fluids from your CD NO facility discharged into a self-contained holding tank which is pumped periodically? 4. Are there any floor drains or sinks in a processing or shop area,engine service or YES NO maintenance bay,or vehicle/equipment washing area? 4a. If yes to question 4,do the floor drains or sinks ever receive fluids? YES C 4b.If yes to question 4,are the floor drains or sinks connected to a septic system,drain YES field,French drain,abandoned drinking water well,dry well,or tank with an overflow line? 5. Is your facility run as a dry shop(no running water,no sewer,or no septic connection)? YES NO 6. Are waste fluids from your facility discharged to a lagoon or pond? YES NO 7. Are waste fluids from your facility discharged to surface waters,lakes, rivers,streams or YES NO wetlands? 8. Are waste fluids from your facility stored and recycled or hauled away?This includes wash YES NO water,oil,fuel,solvents,antifreeze,etc. Please list: 9. Does your disposal/septic system have the physical capacity to treat sanitary waste fluids 0./.1_S) NO generated by more than 20 people per day? 9a.What is the designed flow rate of your disposal/septic system? 300 GPD 10. Are there any cesspools within the property boundary(typically a concrete cylinder with an YES NO open bottom and/or perforated sides)? 10a.If yes,what is the designed flow rate or size of the cesspool? 11. Are there any drainage systems(such as dry wells,French drains)within the property YES NO boundary that collect storm water or surface runoff and discharge it underground? 12. If you are a veterinary facility,do you use digital x-ray equipment? YES NO SEE OTHER SIDE If you answered YES to Questions 2,4,9,10,or 11,please complete Section II below. II. BASIC INVENTORY INFORMATION Inventory all disposal systems(such as septic tanks,dry wells,French drains)separately.You may copy this form and use a copy for each system. If more space is needed,attach a separate sheet. Operating Status: AC=Active,AN=Abandone UC=Under Construction 1. Disposal System of TA=Temporarily Abandoned General Location(please attach a diagram of the system and include the construction 2. Disposal System# 01 design): See Attached Maps Date of Construction: Approximate July 2014 3. Disposal System# 01 4. Disposal System# 01 Depth of Disposal System/Well: 4'-0" Max. 5. Disposal System# 01 Average Maximum Volumes of Disposed Fluids: 300 gallons/day Source and Nature of Disposed Fluids(For example,solvents,waste oil,paint,brake fluid, antifreeze,wash water,snow melt,cooling or boiler blow down water,industrial process 6. Disposal System# 01 waste,miscellaneous spills,bathroom wastes): Source of the fluids will be a pre-fabricated administration building. The fluids will be bathroom wastes. Depth of Groundwater(if known): 20+ feet at location of Leach Field. 7. Disposal System# 01 Ill. CERTIFICATION I CERTIFY,UNDER PENALTY OF LAW,THAT THIS DOCUMENT WAS PREPARED UNDER MY GUIDANCE AND SUPERVISION, AND THAT I AM ASSURED THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION REPORTED HERE.TOT E BEST OF MY K OWLEDGE,THE INFORMATION PRESENTED ABOVE IS TRUE,ACCURATE AND COMPLETE. Signature: _jJ! $ Date: 2/14/2014 Name: "' ` • Spa Title: Water/Wastewater Operations Manager Name of Facility: Niobrara Crude Oil Loading Terminal Phone: (785) 827-0433 Physical Address of Facility: 9958 County Rd. 126, Carr, co. 80612 Mailing Address(if different than above): PropertyOwner(ifdifferent): L.G. Everist, Inc. Phone: (303) 286-2247 Property Owner Address: 7321 E. 88th Ave. Ste 200, Henderson Co. 80640 Type of Business Facility: Oil Loading Terminal Additional Information: More information on the EPA UIC Class V program can be found at RETURN FORM TO: http://www.epa.gov/reeion8/water/uic/classv.html. US Environmental Protection Agency Mail Code 8P-W-UIC An inventory Request Form Frequently Asked Questions(FAQ)is Attn:Lynne Newton available at htto://www.eoa.eov/reeion8/water/uic/r8cvproe.html. 1595 Wynkoop Street Denver,CO 80202-1129 . __ f • 4.t , J_ f. W., _ ,� .. • L:1J{JiJ.�M1 `k C. 7',` E pi 7 PAP ao - o . j Ai , ; . 6 'coa'c''"ount eo._o "ilv�;oCi?„ :Etc 61�N ii 1' • 0 • - , �'p. -i zF Gf1Cio,,IC' artj- +a Y j: Google earth miles 1 km] 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 COLORADO 811 i CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS GENERAL NOTES: 1-800-922-1957 1. SEPTIC TANK SHALL BE INSTALLED ON A SOLID BASE AND SHALL BE LEVEL. >..... , 2.BACKFILLING AROUND THE SEPTIC TANK SHALL BE DONE IN A MANNER TO n o PREVENT SETTLEMENT AND TO AVOID UNNECESSARY STRAIN ON THE TANK 0 Z .:000 AND PIPES. ic N n a,.E H 3.FOR VALVE SCHEDULE SEE SHEET NO.C-022. n 4.ALL PIPE PENETRATIONS SHALL BE GROUTED TO A WATERTIGHT SEAL. L e n o,m Et z'.�3 t O NO rL,, r o a CA) G 10'-8" 1n B'-6" 3.-2., ' z r J 4" 4" 4" 7 O 6" 5'-0" 6" O z"SCH 80 PVC 90"BEND F ' VALVE(SCH(TYP.) LL GROUTTOA REVIEW ON VALVE(TYP.) WATERTIGHT SEAL(TYP.) DR 0"� 0 r_,01------- \\\ 1.5"SCH 80 PVC 1='x}"SCH BO LAECHRR FOR HANDLING /TO VALVE PIT PVC TEE(TYP.) ;®1 �3 104 NOPER PRECASTo j FOR MANUFACTURER'S -� an lr/-`�\ REQUIREMENTS lr �\ +�i111i�11_II�„pli=il� STROCTI O MANHOLE STEPS .ICI �� jON�+ N `4 P I 1 ( I I AS REQUIRED BY J 10 1, AS REQUIRED N P-201 to to l f PUMP MANUFACTURER \ /.N \ ,_l / 20 JJIB J r1g1-1UI1�1�11�i1�� Q 20"MIN. CESS ® PORT(TYP.) ® 201 20)• cc_ 1.5"SCH BO PVC 1.5"SCH.80 PVC 1.5"SCH 80 TRUE UNION a E /40 TO VALVE PIT FROM WETVVELL � BALL VALVE FLXFL(TYP.) 12 O V) PVC PIPE u� C. 4"SCH.40 PVC 5'-0"DIA.PRE CAST 1.5"SCH 80 SWING CHECK 1.5"SCH 80 TEE a ,- INFLUENT PIPE MANHOLE VALVE FLxFL(TYP.) FLxFL(TYP.) �/ Z PLAN \' PLAN Z PLAN \' Q O le O O JOlg 1 J gg a I. O w DLu • EPDXY LINER 3'-0"X 3'-D"OPENING WITH 3 Q SEE SPECIFICATION SECTION 09 9656 ALUMINUM ACCESS HATCH z MANHOLE FRAME AND COVER w SEE SPECIFICATION SECTION 30"z 48"ALUMINUM W ACCESS HATCH O 33 3913 MUST BE BOLTED ELEV.5645.25 ELEV.5645.25 a O ELEV.5645.00 ELEV.5645.00 ELEV.5645.00 \\\\ \\\ \\\\ m ///�///LJ//// / -// m > 6" 316 SS ( GUIDERAILS PROVIDE MASTIC r`\ N 20"MIN.CONCRETE TYP. JOINT SEALER(TYP.) 4" v MANWAY(TYP.) TYPICAL AT ALL JOINTS ELEV.5643.00 - 114"X 3"X 2'-0"LG. FINAL EFFLUENT 6" PROVIDE MASTIC S.S.PLATE WITH 2-12" SAMPLE TAP(TYP.) TYP 1.5"SCH.80 PVC ELEV.5642.50 10 . JOINT SEALER(TYP.) S.S.EXPANSION ANCHORS- TO DISTRIBUTION BOX zz GROUT TO A 312"MIN.EMBEDMENT- F WATERTIGHT SEAL(TYP.) a GROUT TO A v V TYP.4-LOCATIONS-EQUALLY SPACED Y WATERTIGHT SEAL _ GROUT TO A '� y N WATERTIGHT SEAL E 5641.00 5641.00 0 X11�IU1°�EI�l7�1°�EI� E5641.00 wD 1.5"SCH.BO PVC 9 E IN 5640.00 '� OUT 5639.75 5639.71 I �1 GROUT TO A TYP ELEV.5640.00 WATERTIGHT SEAL 1.5"SCH.80 PVC , 4"SCH.40 PVC ,4 4"PVC SWEEP ry _ 1 FROM WETWELL SLOPED @ 114"PER FT. ELBOW �;' ' 1.5"SCH.80 PVC -- '-1 FROM BUILDING ��1 ` 90°BEND(FLXFL) 1.5"SCH. N .- 4"SCH.40 PVC 80 PVC PIPE SUPPORT(PS-1) 7-p 4"SCH.40 PVC �1 TEE(TYP.) TEE(TYP.) SEE DETAIL SHEET C-422 , 4"SCH.40 PIPE SUPPORT PS-2 EW EF ( ) 2 2" PVC PIPE GUIDE RAIL BRACKETS AS "C CL TOP&BOT L SEE DETAIL SHEET C-422 B ELEV.5637.12 -r 1 REQUIRED PER PUMP 5 i ?'!�� , SUPPLIED o 1 75 PROJECT NO: 13-400-065-00 `I'04 1•-6" 11"x1}"INCREASER DESIGNED BY: BPS,TBY TYP p"�/, (FLXFL) DRAWN BY: TMH _ ELEV.5634.50 CHECKED BY: BJA - J L TOP OFWW ETELL EL.=5645.00 INV.EL.IN(N) EL.=5639.71 SECTION ELEV.5633.50 ALARM EL.=563921 SECTION SHEETT TITLE LAG PUMP ON EL.=5638.71 4@12 EW EF ANCHORS PER PUMP LEAD PUMP ON EL.=5637.71 2"CL TOP 8 BOT MANUFACTURER ALL PUMPS OFF EL.=5636,71 SEPTIC TANK BOTTOM OF WETWELL EL.=5634.50 &LIFT STATION A SECTION WETWELL( ]) SEPTIC TANK PLAN&SECTION cp LIFT STATION WETWELL PLAN &SECTION A7 VALVE PIT PLAN &SECTION SHEET NO: SCALE:12"=1,0" SCALE:1/2-=1'4C SCALE.1/2"=1'-0" 1 1/2 0 1 1440 C-421 SCALE 112"=1'-0" 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I COLORADO 811 I CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS i.-eoaszz-1sB7 I _ L GRADETOPOFALLTRENCHESTO DRAIN AWAY FROM DesgnPrssr = 5:PSI Fo ABSORPTION FIELD. or`oHSal Bean Cg Pressure= 1SWPSDOE HNG iGF1T :. iC!i ..:✓-. arna0 SEE SPECIFICATIONSW (W) 1� Ql/R® y a>c i LS" / /�_�I'� _�ii _I0 'BUILDING PAPER \ 9 12 9 0.02 � \ I (( III�� II � ��_ rVALVE SCHEDULEGRAVEL BEDDING45'BEND 7 )Z 7 QOl �225'BEND 5 12 5 QOl -�- VALVE SIZE MATERIALSEE SPECIFICATIONS I NO. IN �� (END) LOCATION FUNCTICMITEE BEND 8 JZ 8 QOl � Q, 101 12" BALL PVC(SW) VALVE PIT PUMP 1 EFFLUENT SAMPUNG �� 102 1.5" CHECK PVC(SW) VALVE PIT PUMP 1 BACKFLOW 3"SCH 40 PVC - _ - PLUG 9 12 9 0.00 / 103 1.5" BALL PVC(SW) VALVE PIT PUMP 1 FLOW SHUTOFF PERFORATED PIPE '''''''''''''.:.'.,',•'::••,' 3" 90°BEND TEE 45°BEND • 104 1.5" BALL PVC(SW) VALVE PIT PUMP 1 FLOW SHUTOFF SEE SPECIFICATIONS - ': , ,:. 2 _105 1.5" BALL PVC(SW), VALVE PIT PUMP 1&2 CONTROL - G '.:.;., .. 90 BEND 13 16 13 Q05 I� . '..''..'1,":.3-,,,,"i,-ti ']-> �'�: 1. ALL TEES,PLUGS,AND BENDS GREATER �, 106 3' BALL PVC(SW) DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION SOIL BEDDING ,_ 45'BEND 9 16 9 0.03 ii�Oi bi THAN 11 Ye SHALL BE BLOCKED WITH o �� 107 3" BALL PVC{SIN) DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION 225'BEND 7 16 7 Qpl CONCRETE. '" ` 108 3" BALL PVC S SEE SPECIFICATIONS �� :�;�":�_` 2"MIN. .<, (SIN) DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION 1125'BEND 5 16 5 001 •,•'t'; 'Y`..f ae,•. TEE 30 38 10 0.03 I 2. CONCRETE BLOCKING TO EXTEND TO ?i' 201 12' BALL PVC(SW) VALVE PIT PUMP 2 EFFLUENT SAMPUNG '';'.....,..--:*:•::,•;;' '',': PU ' COMPACTED FILL OR UNDISTURBED EARTH. 202 1.5" CHECK PVC(SW VALVE PIT PUMP 2 BACKFLOW -G 11 16 11 0.04 ylll 203 1.5" BALL PVC(SW) VALVE PIT PUMP 2 FLOW SHUTOFF ...... <:-'B'a'y 'Alil&JGTHSAAf fNINCHE5�) . _I I 3.CONTRACTOR,AT HIS OPTION MAY USEz I.D.OF PIPE 204 1.5 BALL PVC(SW VALVE PIT PUMP 2 FLOW SHUTOFF a L MECHANCAL JOINT RESTRAINT DEVICES IN 205 3" BALL PVC(SW),DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION 2'-8' 1 UEU OF CONCRETE BLOCKING. 206 3' BALL PVC(SW) DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION D L VARIABLE-DO NOT PLUG 207 3" BALL PVC(SW) DISTRIBUTION BOX ABSORPTION TRENCH ISOLATION EXCEED 0.8 PIPE O.D. 4.MECHANICAL JOINT RESTRAINT DEVICES O F1 ABSORPTION TRENCH DETAIL ELEVATION MUST BE USED ON ALL VERTICAL BENDS. F NOT rOsuLE O TYPICAL BLOCKING DETAIL F8 VALVE SCHEDULE OIN LY NOT TO SCALE OR NOT TO SCALE FOR , 3"SCH.80 PVC R FORCE MAIN(TIP.) RU CI IC N 3"SCH.80 PVC 90°BEND(TYP.) � BACKFILL C SEE SPECIFICATIONS. 7,4 Ziti 6'-0"DIA.PRE-CAST MANHOLE 1-5"x3"SCH.80 PVC m PIPE BEDDING Q REDUCER(TYP.) z 05 it.',_ SEE SPECIFICATIONS. ¢¢Z 11® ,I' 1f1 — NOTE:FOR USE ON CONCRETE SLABS. L O V1 E . C4 '1 a �-•I I�)"-'�1,,■`,,,■�__' n o° 6g B-LINE SYSTEMS MARINE ` LL U CS Q�n "° HANGER STAINLESS STEEL B-LINE ADJUSTABLE PIPE SADDLE OR C.9 ^^ !�r-?yya' OR EQUAL H � APPROVED EQUAL V [� O t FIEUJVERIFYDSTANCE Z � THREADED BASE B LINE OR APPROVED m Z 3"SCH.80 PVC {108 � � � ,_� o� NEEDED FROM STRUCTURE °1 = O O FORCE MAIN(TYP.) 1 1p �� r 106 1.5"SCH.80 PVC Z A /,C TO PIPE. EQUAL 0 , FORCE MAIN P. "'I"g W Q L J m ) PIPE CENTERED 3/8'ANCHOR BOLTS WIN Z O 3"SCH.80 PVC �. IN TRENCH WASHERS AND NUTS --I U NON-SHRINK GROUT .'./ WITH EPDXY CEMENT.S.S.ANCHORS D 1'GROUT a D AROUND PIPE P. TEE mP.) NOT LESS THAN 12"OR MORE THAN 16" 44 J (TYP.) Q WIDER THAN THE OUTSIDE DIA OF PIPE • ��tt 3"SCH.80 PVC TRUE , • EPDXY ANCHOR BOLT DIAMETER a O W D 48"x48'ALUMINUM UNION BALL VALVE(TYP.) TO BE 1116"SMALLER THAN BASE W SC ACCESS HATCH STAND HOLE DIAMETER Q FSCH. CEMAIN(TYP.) D4 ABSORPTION TRENCH DETAIL C D PIPE SUPPORT(PS-1) D8 PIPE SUPPORT(PS-2) W NOT TO SCALE NOT TO SCALE NOT TO SCALE LL U PLAN CONCEALED PICK HOLE m 3"SCH.80 PVC TRUE 21X2*CONCRETE z C 48"x48"ALUMINUM UNION BALL VALVE(TYP.) CAST RING AND COVER I I I F ACCESS HATCH DEETER FOUNDRY,INC.,11313 24 1/8' o. ❑ 3"SCH.80 PVC 3"SCH.BO PVC RING UD OR EQUAL,42 LBS. FaN 90°BEND(TYP.) 90°BEND(TYP.) HALF PLAN LL ELEV.5648.00 y. w • — 3"SCH.80 PVC PIPE(TYP.) • , 3"SCH.80 PVC N I Y4 10' \N t ,.t*Y�.. TO ABSORPTION TRENCH 6'-0" PIPE(TYP.) 2"MIN.CL. l'I �1 { 8'-0"PRECAST 4"SCH.40 PVC COVER SECTION CONCRETE MANHOLE t a 0 1 5645.58 �I�':I1�� ) WITH BASE 0 4"SCH.40 PVC ,Q B I ' ' EDUCER U" (80 PVC 45'BEND RED RER(Ml'P.) 0 FL 5644.00 0: / V 3/4" I S NON-SHRINK GROUT 9��111� co PROJECT NO:to 1300-065-00 AROUND PIPE(TYP.) I - !.-6" a 4"SCH. 1'MUD RING DESIGNED BY: BPS•TBY 40 PVC 31 5n3-ELEV.5643.00 RING SECTION• DRAWN BY: TMH - ' • , CHECKED BY: BJA ELEV.5642.00 0 NOTES: 1. MACHINED HORIZONTAL BEARING SURFACES. SHEET TITLE PIPE SUPORT(PS-2) 3"SCH.80 PVC �I 2.COVERS SHALL BE UNPERFORATED WITHA TEE(TYP.) CONCEALED PICKSLOT. SEE DETAIL THIS SHEET 3.RINGS SHALL BE FURNISHED WITH 1"DEEP MUD RING. DISTRIBUTION BOX 4. ALL MANHOLES SHALL HAVE 0-RING GASKETS. SECTION 4-SCH.40 5. COVERS SHALL NOT BE BOLTED.SEE &MISCELLANEOUS A PVC 45'BEND SPECIFICATIONS. DETAILS e DISTRIBUTION BOX PLAN& SECTION eCLEANOUT DETAIL A7 MANHOLE RING&COVER DETAIL SHEET NO: NOT TO SCALE NOT TO SCALE NOT TO SCALE C-422 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 LL ..lit or Zr. CERTIFICATION TO DISCHARGE D UNDER crw CDPS GENERAL PERMIT COR-0300000 ��" � STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES Certification Number:COR03L822 This Certification to Discharge specifically authorizes: Plains All American to discharge stormwater from the facility identified as PAAP Niobrara To the waters of the State of Colorado, including,but not limited to: -Lone Tree Creek Facility Industrial Activity: Crude Oil Transfer Facility Facility Located at: CR 21 and CR 124 Carr CO 80612 Weld County Latitude 40.880 Longitude-104.859 Specific Information(if applicable): Certification is effective: 3/4/2014 Expiration Date:6/30/2012 *ADMINISTRATIVELY CONTINUED This certification under the permit requires that specific actions be performed at designated times. The certification holder is legally obligated to comply with all terms and conditions of the permit. Signed, Lillian Gonzalez, Environmental Protection Specialist Permits Unit 1 Mgr Water Quality Control Division *explanation of Admin Continued in cover letter Page 1 of 22 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY .[ SHALLOW WASTE DISPOSAL SYSTEM/WELL INVENTORY REQUEST FORM y* .e (Form adapted from OMB No.2040-0042) •44 rectit° Shallow waste disposal systems/wells release waste fluids into or above shallow ground water and include:commercial septic systems,sumps,drain fields, French drains,cesspools,abandoned drinking water wells,dry wells and infiltration galleries.EPA's Underground Injection Control(UIC)regulations require inventory information for all disposal systems/wells and additional information for certain types of systems/wells. This form is designed to collect basic information for all systems/wells to determine which are used for underground disposal of waste fluids. • If your business has more than one location within Colorado,please copy and submit an Inventory Request Form for each facility. • If this is your residence,and your commercial facility is located elsewhere, provide the information for your commercial facility. However,if you work out of your home,please complete and submit this form. • If you lease or rent the space for your business,as the operator of the business,you are responsible for submitting the inventory information for this facility. I. IDENTIFICATION OF DISCHARGE/DISPOSAL SYSTEM/WELL Please circle YES or NO to all items that pertain to the way your business or facility disposes of waste fluids.Waste fluids include wash water,storm water,sanitary waste and spills.If you need assistance completing this form,call Lynne Newton at(800)227-8917,extension 312-6127. 1. Is your facility connected to a public sewer system? YES NO 2. Excluding kitchen and bathroom waste,does you facility dispose of any fluids through a YES NO connection to septic system with a drain field,including floor drains and utility sinks? 3. A self-contained holding tank is one that has no overflow line.Are waste fluids from your CD NO facility discharged into a self-contained holding tank which is pumped periodically? 4. Are there any floor drains or sinks in a processing or shop area,engine service or YES NO maintenance bay,or vehicle/equipment washing area? 4a. If yes to question 4,do the floor drains or sinks ever receive fluids? YES C 4b.If yes to question 4,are the floor drains or sinks connected to a septic system,drain YES field,French drain,abandoned drinking water well,dry well,or tank with an overflow line? 5. Is your facility run as a dry shop(no running water,no sewer,or no septic connection)? YES NO 6. Are waste fluids from your facility discharged to a lagoon or pond? YES NO 7. Are waste fluids from your facility discharged to surface waters,lakes, rivers,streams or YES NO wetlands? 8. Are waste fluids from your facility stored and recycled or hauled away?This includes wash YES NO water,oil,fuel,solvents,antifreeze,etc. Please list: 9. Does your disposal/septic system have the physical capacity to treat sanitary waste fluids 0./.1_S) NO generated by more than 20 people per day? 9a.What is the designed flow rate of your disposal/septic system? 300 GPD 10. Are there any cesspools within the property boundary(typically a concrete cylinder with an YES NO open bottom and/or perforated sides)? 10a.If yes,what is the designed flow rate or size of the cesspool? 11. Are there any drainage systems(such as dry wells,French drains)within the property YES NO boundary that collect storm water or surface runoff and discharge it underground? 12. If you are a veterinary facility,do you use digital x-ray equipment? YES NO SEE OTHER SIDE If you answered YES to Questions 2,4,9,10,or 11,please complete Section II below. II. BASIC INVENTORY INFORMATION Inventory all disposal systems(such as septic tanks,dry wells,French drains)separately.You may copy this form and use a copy for each system. If more space is needed,attach a separate sheet. Operating Status: AC=Active,AN=Abandone UC=Under Construction 1. Disposal System of TA=Temporarily Abandoned General Location(please attach a diagram of the system and include the construction 2. Disposal System# 01 design): See Attached Maps Date of Construction: Approximate July 2014 3. Disposal System# 01 4. Disposal System# 01 Depth of Disposal System/Well: 4'-0" Max. 5. Disposal System# 01 Average Maximum Volumes of Disposed Fluids: 300 gallons/day Source and Nature of Disposed Fluids(For example,solvents,waste oil,paint,brake fluid, antifreeze,wash water,snow melt,cooling or boiler blow down water,industrial process 6. Disposal System# 01 waste,miscellaneous spills,bathroom wastes): Source of the fluids will be a pre-fabricated administration building. The fluids will be bathroom wastes. Depth of Groundwater(if known): 20+ feet at location of Leach Field. 7. Disposal System# 01 Ill. CERTIFICATION I CERTIFY,UNDER PENALTY OF LAW,THAT THIS DOCUMENT WAS PREPARED UNDER MY GUIDANCE AND SUPERVISION, AND THAT I AM ASSURED THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION REPORTED HERE.TOT E BEST OF MY K OWLEDGE,THE INFORMATION PRESENTED ABOVE IS TRUE,ACCURATE AND COMPLETE. Signature: _jJ! $ Date: 2/14/2014 Name: "' ` • Spa Title: Water/Wastewater Operations Manager Name of Facility: Niobrara Crude Oil Loading Terminal Phone: (785) 827-0433 Physical Address of Facility: 9958 County Rd. 126, Carr, co. 80612 Mailing Address(if different than above): PropertyOwner(ifdifferent): L.G. Everist, Inc. Phone: (303) 286-2247 Property Owner Address: 7321 E. 88th Ave. Ste 200, Henderson Co. 80640 Type of Business Facility: Oil Loading Terminal Additional Information: More information on the EPA UIC Class V program can be found at RETURN FORM TO: http://www.epa.gov/reeion8/water/uic/classv.html. US Environmental Protection Agency Mail Code 8P-W-UIC An inventory Request Form Frequently Asked Questions(FAQ)is Attn:Lynne Newton available at htto://www.eoa.eov/reeion8/water/uic/r8cvproe.html. 1595 Wynkoop Street Denver,CO 80202-1129 . __ f • 4.t , J_ f. W., _ ,� .. • L:1J{JiJ.�M1 `k C. 7',` E pi 7 PAP ao - o . j Ai , ; . 6 'coa'c''"ount eo._o "ilv�;oCi?„ :Etc 61�N ii 1' • 0 • - , �'p. -i zF Gf1Cio,,IC' artj- +a Y j: Google earth miles 1 km] 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 • COLORADO 8811 CONTRACTOR SHALL FIELD VERIFY ATE TAB GENERAL CONSTRUCTION NOTES. 1-&Cr°?21?67 1)ABSORPTION FIELD AREA SHALL BE STAKED OUT AND ROPED e >.... ALL € cooaDlN LE ITEM DESCRIPTION NORTHING EASTING OFF IMMEDIATELY AFTER THE SITE EVALUATION TO KEEP a� 'L. . � 1.5"SCH 80 PVC I SCH 40 PVC EXIT BUILDING 1564479 13 3178404.53 CONSTRUCTION EQUIPMENT AND OTHER VEHICLES OFF THE �j TZ o yx'"` � `' FORCE MAIN 2 1S'SCH 80 PVC 45'BEND 1156664:92:.1213 564487.12 331127848,72..5653 178440 55 AREA UNTIL CONSTRUCTION OF THE SYSTEM BEGINS.A �`/� Ho"° o SEE DETAIL B �' ; It 3 WYE RUBBER-TIRED TRACTOR MAY BE USED FOR PLOWING OR H-....'"'E xx' ° 1564488.71 3178441.66 °o n n H THIS SHEET Z K;?,: ' rc µ�' e:: : 13 12 I DISKING TO PREPARE THE SOIL SURFACE.BUi IN NO CASE N n 1 n u P k17 '� 4 CLEANOUF 1564485.07 3178442.4) �Il SHOULD A RUBBER-TIRED TRACTOR BE USED AFTER THE q n 5 CORNER OFSEPTICTANK 1564492.09 317844442 c „--------„, l �� h�= VALVE PIT SURFACE PREPARATION IS COMPLETED.ONLY LIGHTWEIGHT r1 p _ • ., "°""'r Y' SEE DETAIL SHEET NO C-421 - x.... ,. -' ' ...,_.: 7 502 50 3178442.10 TBSORPTION TIRENCH CON TRUCT ONISHALL P OCE D �`0 n n • ,s z CORNER OF SEPTIC TANK 15644 ::'.r.�;r 11 8 6450101 3178435.43 IMMEDIATELY AFTER SURFACE PREPARATION IS COMPLETED. III C.; j(" r CORNER OF SEPTICTANK { �\ �I 10 CORNER OF SEPTILTION 15 0 ss: %W x.�`.y 9 CENTER OF UFT STATION WETwELL 1564507.61 3178437.46 EVERY EFFORT SHALL BE TAKEN TO AVOID OR PREVENT RAIN 4-,2 L. �; o a :,:.Irk , 645508333111277648484333875:I484263 FROM FAILING ON THE PREPARED SOIL SURFACE. n 10 CORNER OF VALVE PIT 15 317843882 3 BED EXCAVATION SHALL BE DONE WITH A BACKHOE OR ;pg°?: 1.5"SCH BO PVC 11 CORNER OF VALVE PR 1164513.78 3178432.9b - i c''� ='may. FORCE MAIN�' 9 EXCAVATOR.FRONT-END LOADERS OR BULLDOZER BLADES !�� <•: ELECTRICAL RACK 12 CORNER OF VALVE PR 1564520.94 3178437.51 •� °: , ': "'1'" '- SHALL NOT BE USED TO AVOID COMPACTION OF THE EXPOSED ri7`,:Stis SEE SPECIFICATIONS .......:..� ^.,-��? 13 CORNER OF VALVE PR ]564519.64 317&131.66_ INFILTRATIVE SURFACE. G 'it, / 14 15"5tH 80PVC d5`BEND 1564660.94 317840430 3;r„a,d / 4)FILL MATERIALS SHALL BE PLACED IN THE TRENCH WITH A 15 15"SCH EO PVC 45'BEND 1564659.46 3178d0275 BACKHOE OR EXCAVATOR OPERATING FROM THE SIDE OR END ( 16 15"SCH 80 PVC 45'BEND 156466156 3178399.49 OF THE 8ED AND MOVED INTO PLACE WRHALIGHTWE)BHT I 17 15"SCH 80 PVC 45'BEND 1564663.16 3178400.83 TRACKED TRACTOR WITH AN BLADE.AMINIMUM6"LAYER OF 4-SCH 4D PVC 18 CENTER OF DISTRIBUTION BOX 156466119 3178394.95 MATERIAL MUST BE KEPT BETWEEN EQUIPMENT AND THE GRAVITY SEWER INFILTRATIVE SURFACES. w --- 19 3"SCH SO PVC 90'BEND 1384653.34 3178350.93 5 CONTROL STRUCTURES SHALL BE PLACED AND FIXTURES z LIFT STATION WETWELL ) ---` SEE DETAIL SHEET NO.C-421 20 BEGINNING OF PERFORATED PIPE 1564680.60 3178378.60 f ' `_-! -_,„71' � 21 ENDOF PERFORATED PIPE 1564663.22 3178300.51 BACK ILL OVER ABSORPTION FIELD WRH EXCAVATED SITE O ` B 22 3"SCH 80 PVC 90'BEND 1564674.25 3178351.50 8)SOILS.COVER WITH A 6"LAYER OF TOPSOIL AND SEED AS 12"CRUDE OIL PIPE .---`-_ f- �� `:` 7 23 BEGINNING OF PERFORATED PIPE 1564671.81 3178380.56 SPECIFIED. O �� I -" �' 24 ENDOF PERFORATED PIPE 1564654.43 3178302.47 7)FINAL GRADING SHALL BE COMPLETED TO DIVERT OVERLAND i • 8"CRUDE OIL PIPE ___..- F FLOW OFF OF AND AROUND THE ABSORPTION FIELD AREA.SIDE ONLY ` 25 3"SCH BO 7564664.58 3178389.50 REVIEW - • - N SLOPES SHALL NOT EXCEED 1:3.5. tY 1' _�- r -`� SANITARY SEWER SEPTIC TANK 226 EBEGINNING OF PERFORATED PIPE 11564fi63.03 33178382.51 rp* R _� r I �HE ,GE U _ SEE DETAIL SHEET NO.C-421 28 3"SCH SO PVC 090'BEND E 1564660.80 3173304.29 43 I^ 1, -f FIBER OPTIC ' �ONE GE` 6 -OHE 5 29 3"SCH 80 PVC 90'BEND 1564659.56 3178390.57 ty R�CTtON OHE �� 30 3'SCH SO PVC 90'BEND 1564655.80 3178391.46 C ONE 1.5"SCH 80 PVC to"'.ebakeM.�. : UGg 31 BEGINNING OF PERFORATED PIPE 1564654.24 3178384.47 y o- — SHE_ FORCE MAIN � � 'Y )---171 < 32 ENO OF PERFORATED PIPE 1564636.86 317830638 �•3 yes: 33 3"SCHEOPVC90°BEND 156464789 3178397.37 J PE� 34 I PI 16464546 3178386.43 BEGINN NG OF PERFORATED .„.e5:---- ., '°°e use a. q 35 ENDOF PERFORATED PIPE 1564628.08 3178308.34 Z— "'°�°'>.,s :°r' , S"': .... .s .. ' 36 3"SCH 80PVC 90°0EN0 1564639.42 3178400.71 c O rya°•ti >.yc� �x;xu ol ,ate^r0 °x�: 37 BEGINNING OF PERFORATED PIPE 1564636.67 3178388.38 ..."°r.":."°�3'.." ... GRAVITY Et ' ' C7 xy x,y; _ .;er".... .> 1,;,,::�, 38 END OF PERFORATED PIPE 1564619.29 317831 9 ' °°. ^ae�a SEWE . °: .. .:•.pzs:;"W;, H 40 PVC ':..o ..° 6,..- TAIL A..., am"'!'T��; '° :%'M ? ..rr : °°SEE DETAILA DE m Z Z E5 M..xa' . .°. .x:x •,Q: :°:::i y"'-'.:.,x.,- THIS SHEET scALE.1-5"0 < 0 ;L—r. °�;•.,.. .... >�' ."ra;z,w-` ..;�.�caW� zezx"";.;xrz:�?W:' U '{y, 3 SCH 80 PVC J <°FR ss � .,.¢' ' i•) `l ....._.__ _._._.___ ................ .........__....._. —.—_ ......... _... .........._. -..__—.___._._ __._.—..— .--.____ _ FORCE MAIN(TYP.) ....._....._..-- J !1 D � �liva5 a I J W U \ ADMINISTRATION I 2D I U UNDERGROUND POWER a \ BUILDING / 70 LIFT STATION 21 a PERFORATED DISTRIBUTION PIPE. LIMITS OF ABSORPTION \ CONTROL PANEL I CENTERED IN ABSORPTION TRENCH TRENCH(TYP.) r y \ ,,,,,----N, �� / - - SEE DETAIL SHEET NO.0-422 122 m \ / u G \ uGE/ _� ` / UGE 24 -DISTRIBUTION BOX UGE 23 SEE DETAIL SHEET NO.C-022 Z \ UGE I OF. C \\ UGE/ �y 26 25- ¢ \\ UGE/UGE `// ' 1B� w o AGE�I 7I UGE \` \ 2B }� EII/ I ..91.. UG ` • 3El 127 141 29 II 4 O 16 f . . : . \\\ 115 "'C: _,i .........,,,,_.... _r;,-- ........,..,.,.,.:........, I B LIMITS OF ABSORPTION _......." TRENCH(TYP.) i PROJECT NO: 13-400-065-00 w 133 L DESIGNED 0Y: BPS,TOY • DRAWN BY: TMH E ,% ... / CHECKED BY: BJA ;Yam ^fin. ,.°% x %" UGE I am '„,„.,,„,,,..,u6........„,;,,;,.,„:„..,:,-,zUGE 1�y 135 1.5"SCH 8D PVC y 41 FORCE MAIN(TYP.) SHEET TITLE ".,s:. -_, .. . w::: uGE ,., .. S M u o,,rm.. :':3 - uGE G PTIC SYST 'm sf UGE�i .-., SITE PLAN d� uGE ,,....._.+ r «..:. ,r_F ..r�l""` �1 _.aa3�:::-_ � 38 37 36 Al SEPTIC SYSTEM SITE PLAN AS DETAIL B SHEET NO: SCALE:1-.20'-0" 20 1D 0 20 4D NOT TO SCALE C-420 SCALE 1'=20' 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 COLORADO 811 I CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS GENERAL NOTES: L 1-600-922.1967 1. SEPTIC TANK SHALL BE INSTALLED ON A SOLID BASE AND SHALL BE LEVEL. O 2.BACKFILUNG AROUND THE SEPTIC TANK SHALL BE DONE IN A MANNER TO Oh Z n PREVENT SETTLEMENT AND TO AVOID UNNECESSARY STRAIN ON THE TANK c n o AND PIPES. p I.n E H 3.FOR VALVE SCHEDULE SEE SHEET NO.C422. N�^a 3 4.ALL PIPE PENETRATIONS SHALL BE GROUTED TO A WATERTIGHT SEAL. F-1,,,,Ti1 0 ^3 w V O o" Q� h —V G 10'-8" Z2 6'-6 3'-2" _ 1 - r4- 4" 4" 4" 4. O 6" 5'-0" Cr O }"SCH 80 PVC 90'BEND F V^SCH 80 PVC BALL , GROUT TOA R REWIEW ONLY VALVE(TYP.) WATERTIGHT SEAL(TYP.) °-ANCHOR FOR HANDLING P-101 1.5"SCH 80 PVC 1}'Sc="SCH 60 �' PER PRECAST \\ �TO VALVE PR PVC TEE(TYP.) ; 111 10 -- NOT FOR MANUFACTURER'S -� 4 �■■ A�/-\�\ REQUIREMENTS A�/ �\ MANHOLE STEPS ,I +■1►,1�I._i14JIII.J1� EONSTRUCT(O ''' 10 1 AS REQUIRED to h I 1 ( _AS REQUIRED BY !\I Q 1 1 P-201 J ®':�' \ / \ A PUMP MANUFACTURER ® J 2 .....//4. � .—_....- a—u�■I r)41_'i14��141ii1 Q 20"MIN.ACCESS O PORT(TYP.) 0 20 Qi d>• 0) Z 1.5"SCH 00 PVC 1.5"SCH.80 PVC 1.5"SCH BO TRUE UNION 2 E 1 4"SCH.40 TO VALVE PIT FROM WETWELL BALI.VALVE FLxFL(TYP.) Ct W CI)O a ' PVC PIPE 4"SCH.40 PVC 1.5"SCH 60 SWING CHECK 1.5"SCH 80 TEE c 11 INFLUENT PIPE MANHOLE RE CAST VALVE FLxFL(TYP.) FLxFL(TIP.) g V — PLAN PLAN PLAN co Z Z Zoom a -) Q J a O w 1LU D 3,-IT LINER 3'-0"X 3' "OPENING WITH z O SEE SPECIFICATION SECTION 09 9656 ALUMINUM ACCESS HATCH U MANHOLE FRAME AND COVER /�30"x 48-ALUMINUM r�/ / / SEE SPECIFICATION SECTION / ACCESS HATCH O r1 r/ 33 3913 MUST BE BOLTED ELEV.564525 t ELEV.5645.25 0. V ELEV.5645.00 ELEV.5645.00 ELEV.5645.00 \\\\U\\\\�\\\\ �� J ////�///L //// — — m — m o �g5 - - GUIDERAILSPROVIDE MASTIC 4" N ` �2MANWAY(TYP.) TYP. JOINT SEALER(TYP,) TYPICAL AT ALL JOINTS 5'-0' 6" ELEV.5643.00 /-\ ('\ 114"X 3"X 2'-0"LG. FINAL EFFLUENT ELEV.5642.50 , m PROV JOINiDSE MASTICYP.) S.S.PLATE WITH 2-12" SAMPLE TAP(TIP.) TYP. - ( � EA f S.S.EJ(PANSION ANCHORS- 1.5"SCH.86 PVC C - 3 1/2"MIN.EMBEDMENT- GROUT TO A WATERTIGHT SEAL(TYP.) TO DISTRIBUTION BOX $ OF GROUT TO A y 6 TYP.4-LOCATIONS-EQUALLY SPACED Se WATERTIGHT SEAL N GROUT TO A O N WATERTIGHT SEAL ,.gyp V 5641•DO 5641.00 IiI..�qE�?14!781°I:1� L 5641.00 _ 5'-0^ i N-1.5"SCH.BO PVC 6" q 6 IN 5640.00 ' I r fL OUT 5639.75 5639.71 GROUT TO A WATERTIGHT SEAL TYP. — ELEV.5640.00 4"SCH.40 PVC-- �)o i 4"PVC SWEEP i;ry FROM WETWELL ELBOW Ii4. Q 1.5"SCH.80 PVC —SLOPED i!4"PER FT90'BEND(FLxFL) FROM BUILNG dl I 1.5"SCH. ` PIPE SUPPORT PVC 60 FVC (PS-1) 7.0^ g 4"SCH.40 PVC TEE(TYP.) SEE DETAIL SHEET C-422 TEE(TYP.) M / 41612 EW EF " y I 4"SCH.40 GUIDE RAIL BRACKETS AS PIPE SUPPORT(PS-2) 2"CL TOP&BOT 8 ELEV.5637 12 I I P PVC PIPE _ REQUIRED PER PUMP SEE DETAIL SHEET C-422 ^•• SUPPLIED IEl 1175 -- PROJECT NO: 13-400-065-00 if.' �_ }o 1%6" — I 1 DESIGNED BY: BPS,TBY j^x1 INCREASER TIP I Lai . �'� (FLX L) DRAWN BY: TMH ELEV.5634.50 — r 8D - TOP OF WETWELL EL.=5645.00 CHECKED BY: BJA INV.EL.IN(N) EL.=5639.71 SECTION ELEV.563380 ALARM EL..563921 SECTION LAG PUMP ON EL..5638.71 SHEET TITLE 4@12 EW EF ANCHORS PER PUMP LEAD PUMP ON EL..5637.71 MANUFACTURER ALL PUMPS OFF EL.•5636.71 SEPTIC TANK 2"CL TOP&BOT BOTTOM OF WETWELL EL.-5634.50 &LIFT STATION A SECTION WETWELL OSEPTIC TANK PLAN&SECTION cp LIFT STATION WETWELL PLAN&SECTION A7 VALVE PIT PLAN&SECTION SHEET NO: — SCALE.12.=1'V SCALE'17"1'd SCALE:tR"=i'-0" 1 1/2 0 1 a C-4 21 - SCALE 1Q"=1'-0" 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 Site Lighting Information 1A IA 1 1 I POLE 3 2 1 -\ij #10AWG GREEN COPPER STRANDED CABLE TO LIGHT f r i'E GRADE GROUND I II LOOP s____..------S,�, � D -co I-1---I---1 t I (6) #7 VERTICAL (TYP.) CONCRETE 1 1 #3 TIES ®12" HORIZONAL (TYP.) f I I ••L_l___LJ y e' L2.-6" 1 FLOODLIGHT POLE W/ 2 OR 4 FIXTURES ® COOPER LIGHTING — LU M ARK® energy DESCRIPTION The Lumark Nighthawk III utilizes a soft-cornered aerodynamic design to Type provide excellent EPA ratings and an aesthetically pleasing appearance. Catalog# Dark bronze polyester powder coat finish assures corrosion resistance and long-lasting aesthetics.U.L.listed and CSA certified for wet Project locations.The Nighthawk III uses an innovative die-cut optical design which delivers maximum beam control for storage areas,rail yards, Date loading docks and building perimeters. Comments Prepared by SPECIFICATION FEATURES Construction Electrical Mounting _ - LATCHES:Formed aluminum flush BALLAST:Ballast components are Slipfitter:Die-cast aluminum - draw-action latches offer easy hard mounted to fixture housing integral slipfitter mounts on access to lamp compartment for maximum heat dissipation and nominal 2 3/8"or 3"O.D.tenons.A without tools and maintain extended component and lamp life. degree-marked quadrant is cast in integrity of seal when closed. for easy and accurate aiming.Yoke: HOUSING:Aerodynamically Optical Heavy-duty steel yoke provides designed die-cast aluminum LENS:Heat-and impact-resistant flexibility in mounting from a housing has low EPA rating.DOOR: tempered glass.Lens is mounted variety of surfaces.Trunnion:Die- Die-cast aluminum with integral flush with door surface to reduce formed steel trunnion is easily cast hinges for removal without wind drag and prevent dirt or adapted to many areas and allows tools.GASKET:Door gasket is moisture from accumulating. easy fixture aiming. foam-in-place silicone,providing REFLECTOR:Computer designed maximum protection of interior die-cut reflector system delivers components from the elements. superior beam control and N K efficiency. NIGHTHAWK III 150-1000W Pulse Start Metal Halide Metal Halide High Pressure Sodium SLIPFITTER-,YOKE-,TRUNION- DIMENSIONS M OUNT FLOODLIGHT SLIPFITTER-M OU NT YOKE-MOUNT TRUNNION-MOUNT 1&1!2" 22-i/2'• 18-1/2" 18-1/2" [470mm] U [572mm] 1470mm] 24" [470mm] 27-1/2" [699mm] [610m m] LU 20-1/2 [521mm]� 20.1!2"[521mm]� 20-1/2"[521mm]J 150-400W HPS&MH, 150-400W HPS&MH, 155-400W HPS&MH, 1000W HPS 1000W HPS 1000W HPS 9-1/2"[241mm] 9-112"[241mm] 9-1/2"[241mm] 1000W MH 1000W MH 1000W MH 10-1/2"[267mm] 10-1/2"[267mm] 10-1/2"[267mm] DRILLING PATTERN FOR YOKE-AND TRUNNION-MOUNT 3-3/4"[95mmj 1-7/8" P[48mm] 1" O O O [25mm] TECHNICAL DATA 9/16"[14mm]7/8"[22mm] U.L.Wet Location Listed dia.hole(2) dia.hole CSA Certified EISA Compliant G EPA LAMP TYPE WATTAGE Effective Projected Area:2.7 Pulse Start Metal Halide(MP) 150,250,320,400,450,750,1000W SHIPPING DATA Metal Halide(MH) 175,250,400,750,1000W Approximate Net Weight: 59 lbs.(27 kgs.) High Pressure Sodium(HP) 150,250,400,600,750,1000W 1001 V DEBTS COOPER Lighting ADH082295 www.cooperlighting.com 2012-01-12 10:41:53 NK NIGHTHAWK III PHOTOM ETRICS 4 _ 3 Footcandle Table 3 Select mounting height and read across for footcandle values of each isofootcandle line.Distance in units of 277-----/— 2 mounting height. /� Mounting Footcandle Values for �� 1 Height Isofootcandle Lines / A B c D E �R Q 0 1 400W \lvJ� .C.-- ,/.,)C..1\...), / \8111 D 20' 10.00 5.00 2.00 1.00 0.50 // 1 `�� 25' 6.40 3.20 1.28 0.64 D.32 / 0 30' 4.44 2.22 0.89 0.44 0.22 2 35' 3.27 1.63 0.65 0.33 0.16 3 40' 2.50 1.25 0.50 0.25 0.13 1 5 4 3 2 1 0 1 2 3 4 5 3 2 1 0 1 2 3 1000W HPNK-X76-400 K-X 76-400 HPNK-X76-1000 K-X76-1000 400-Watt HP 1000-Watt HP 30' 20.00 10.00 5.00 2.00 1.00 50,000-Lumen Clear Lamp 140,000-Lumen Clear Lamp 35' 14.69 7.35 3.67 1.47 0.73 4 3 40' 11.25 5.63 2.81 1.13 0.58 45' 8.89 4A4 2.22 0.89 0.44 3 50' 7.20 3.60 1.80 0.72 0.36 2 _ 2 I I (t.,,,p_ii 1 0 I / 1 EPA Ratings: C E Fixture Wind Direction(sq.ft.) 1 EC: � Angle Front Side 0 45°from Horizontal 2.7 1.2 2 90°from Horizontal 4.2 1.2 0°from Horizontal 1.1 1.2 3 1 5 4 3 2 1 0 1 2 3 4 5 3 2 1 0 1 2 3 MPNK-X76-400 MHNK-X76-1000 K-X76-1000 400-Watt MP 1000-Watt M H 42,000-Lumen Clear Lamp 110,000-Lumen Clear Lamp 101 COOPER Lighting NOTE Specifications and dimensions subject to change without notice. g 9 Visit our web site at www.cooperlighting.com ADH082295 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2012-01-12 10:41:53 2012-01-17 16:01:45 NK NIGHTHAWK III ORDERING INFORMATION Sample Number:M PN K-S76.400.277V I J L- I. I I Lamp Type Mounting Lamp Wattage ' Voltage' Options' Accessories° M P=Pulse Start Metal I S=Slipfitter I MP 120V=120V F1=Single Fuse(120,277 or 347V TYS-X X=Trunnion or Yoke Slipfitter for 2 3/8",3",or 3112"9 Halide T=Trunnion 150=150W only) 0.D.Tenon 20 6 V=2081/ M H=Metal Halide+ y=Yoke 250=2W 2401/=2401/ F2=Double Fuse(208,240 or480V VVINK=Vandal Shield for 150-320W HP=High Pressure Sodium - 320=320W only) WG/NK=Wire Guard 2771/-2771/ Q=Quartz Restrike(Hot Strike Only) Distribution 1400=400W I VSIN Kli 000=Vandal Shield for 400-1000W Units 347 V'3471/3 OA)RA 1016=Photoelectric Control,105-285 Volt NEMA Series 1 EM=Quartz Restrike with"Delay 5 76.7H x 61/Beam 450.450W 4801/'4801/ Relay"(Quartz lamp strikes at Type .N K.`g t aw Spread 750=750W OAJRA1201=Photoelectric Control,347V NEMA T M T°Multi-Tap, both hot and cold starts) yPe 1000.1000W wired 277V [ LL=Lamp Includede I OA1RA1027=Photoelectric Control,480V NEMAType MH TT=Triple-Tap,3 C EC=California Title 20 Compliant OA1028=Field Installed NEMA E ATwlistock Photocontrol 175°175W+ wired 347V Ballast(Applies to 250-320W and Receptacle I Separately) 400W MP only) TMK-XX=Top or Bottom Visor 250'250W+ PER=NEMA Twistlock Photocontrol sift/NK•xx=Single Side Visor 400'400W' Receptacle SVINK-XX:Double Side Visor 750=750w OA1RA1013=Shorting Cap PC:Button Type Photocontrol 1000:1000W T=Removable Quick-Disconnect° HP Power Tray 150:150W 250:250W Standard Color 400=400W _=Bronze(Standard) 600 600W BLK=Black 750°750W GRY=Grey 1000°1000W WHT=White Notes:1 175W,250W,and 400W M H available In non-U.S.markets only. 2 Products also available in non-US voltages and 50HZ for international markets. 3 88%efficient EISA Compliant fixtures not available in 347V or TT Voltages.TT not available with 750W HPS-Specify Voltage, 4 Add as suffix in the order shown. 5 Not available in 1000W. 6 Lamp is shipped separate from luminaire.Lamp is Cooper designated product based on luminaire requirements.Specified lamps must be ordered as a separate line item. 7 PC option not available with trunnion or yoke mount. 6 Order separately,replace XX with color designation. 6 Not available with stipfitter-mount. STOCK SAMPLE NUMBER:(LAMP INCLUDED) SAMPLE NUMBER: MPNKS40 N K TYS I I I I Lamp Type Series Mounting Lamp Wattage Accessories(order separately) MP=Pulse Start Metal Halide NK=Nighthawk III 1 S=Slipfitter 40=400W 2 TYS=Trunnion or Yoke Slipfitter for MH=Metal Halide Y=Yoke 1K=1000W 3 2 3/8",3",or 3 1/2"O.D.Tenon HP=High Pressure Sodium NOTES[stock[: 1 Multi-tap ballast,7Hx6V beam spread,bronze finish,and lamp are standard for stock product. 2400W available in MP only. 3 1K available In MH and HPS only. Refer to In Stock Guide for availability. VOLTAGE CHART MT=Multi-Tap 120/208/240/277V(wired 277V) TT=Triple-Tap 120/277/347V(wired 347V) 0001 COOPER Lighting NOTE:Specifications and dimensions subject to change without notice. g g Visit our web site at www.cooperlighting.com ADH082295 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2012-01-12 10:41:53 2012-01-17 16:01:45 1A IA 1 1 I POLE 3 2 1 -\ij #10AWG GREEN COPPER STRANDED CABLE TO LIGHT f r i'E GRADE GROUND I II LOOP s____..------S,�, � D -co I-1---I---1 t I (6) #7 VERTICAL (TYP.) CONCRETE 1 1 #3 TIES ®12" HORIZONAL (TYP.) f I I ••L_l___LJ y e' L2.-6" 1 FLOODLIGHT POLE W/ 2 OR 4 FIXTURES ® COOPER LIGHTING — LU M ARK® energy DESCRIPTION The Lumark Nighthawk III utilizes a soft-cornered aerodynamic design to Type provide excellent EPA ratings and an aesthetically pleasing appearance. Catalog# Dark bronze polyester powder coat finish assures corrosion resistance and long-lasting aesthetics.U.L.listed and CSA certified for wet Project locations.The Nighthawk III uses an innovative die-cut optical design which delivers maximum beam control for storage areas,rail yards, Date loading docks and building perimeters. Comments Prepared by SPECIFICATION FEATURES Construction Electrical Mounting _ - LATCHES:Formed aluminum flush BALLAST:Ballast components are Slipfitter:Die-cast aluminum - draw-action latches offer easy hard mounted to fixture housing integral slipfitter mounts on access to lamp compartment for maximum heat dissipation and nominal 2 3/8"or 3"O.D.tenons.A without tools and maintain extended component and lamp life. degree-marked quadrant is cast in integrity of seal when closed. for easy and accurate aiming.Yoke: HOUSING:Aerodynamically Optical Heavy-duty steel yoke provides designed die-cast aluminum LENS:Heat-and impact-resistant flexibility in mounting from a housing has low EPA rating.DOOR: tempered glass.Lens is mounted variety of surfaces.Trunnion:Die- Die-cast aluminum with integral flush with door surface to reduce formed steel trunnion is easily cast hinges for removal without wind drag and prevent dirt or adapted to many areas and allows tools.GASKET:Door gasket is moisture from accumulating. easy fixture aiming. foam-in-place silicone,providing REFLECTOR:Computer designed maximum protection of interior die-cut reflector system delivers components from the elements. superior beam control and N K efficiency. NIGHTHAWK III 150-1000W Pulse Start Metal Halide Metal Halide High Pressure Sodium SLIPFITTER-,YOKE-,TRUNION- DIMENSIONS M OUNT FLOODLIGHT SLIPFITTER-M OU NT YOKE-MOUNT TRUNNION-MOUNT 1&1!2" 22-i/2'• 18-1/2" 18-1/2" [470mm] U [572mm] 1470mm] 24" [470mm] 27-1/2" [699mm] [610m m] LU 20-1/2 [521mm]� 20.1!2"[521mm]� 20-1/2"[521mm]J 150-400W HPS&MH, 150-400W HPS&MH, 155-400W HPS&MH, 1000W HPS 1000W HPS 1000W HPS 9-1/2"[241mm] 9-112"[241mm] 9-1/2"[241mm] 1000W MH 1000W MH 1000W MH 10-1/2"[267mm] 10-1/2"[267mm] 10-1/2"[267mm] DRILLING PATTERN FOR YOKE-AND TRUNNION-MOUNT 3-3/4"[95mmj 1-7/8" P[48mm] 1" O O O [25mm] TECHNICAL DATA 9/16"[14mm]7/8"[22mm] U.L.Wet Location Listed dia.hole(2) dia.hole CSA Certified EISA Compliant G EPA LAMP TYPE WATTAGE Effective Projected Area:2.7 Pulse Start Metal Halide(MP) 150,250,320,400,450,750,1000W SHIPPING DATA Metal Halide(MH) 175,250,400,750,1000W Approximate Net Weight: 59 lbs.(27 kgs.) High Pressure Sodium(HP) 150,250,400,600,750,1000W 1001 V DEBTS COOPER Lighting ADH082295 www.cooperlighting.com 2012-01-12 10:41:53 NK NIGHTHAWK III PHOTOM ETRICS 4 _ 3 Footcandle Table 3 Select mounting height and read across for footcandle values of each isofootcandle line.Distance in units of 277-----/— 2 mounting height. /� Mounting Footcandle Values for �� 1 Height Isofootcandle Lines / A B c D E �R Q 0 1 400W \lvJ� .C.-- ,/.,)C..1\...), / \8111 D 20' 10.00 5.00 2.00 1.00 0.50 // 1 `�� 25' 6.40 3.20 1.28 0.64 D.32 / 0 30' 4.44 2.22 0.89 0.44 0.22 2 35' 3.27 1.63 0.65 0.33 0.16 3 40' 2.50 1.25 0.50 0.25 0.13 1 5 4 3 2 1 0 1 2 3 4 5 3 2 1 0 1 2 3 1000W HPNK-X76-400 K-X 76-400 HPNK-X76-1000 K-X76-1000 400-Watt HP 1000-Watt HP 30' 20.00 10.00 5.00 2.00 1.00 50,000-Lumen Clear Lamp 140,000-Lumen Clear Lamp 35' 14.69 7.35 3.67 1.47 0.73 4 3 40' 11.25 5.63 2.81 1.13 0.58 45' 8.89 4A4 2.22 0.89 0.44 3 50' 7.20 3.60 1.80 0.72 0.36 2 _ 2 I I (t.,,,p_ii 1 0 I / 1 EPA Ratings: C E Fixture Wind Direction(sq.ft.) 1 EC: � Angle Front Side 0 45°from Horizontal 2.7 1.2 2 90°from Horizontal 4.2 1.2 0°from Horizontal 1.1 1.2 3 1 5 4 3 2 1 0 1 2 3 4 5 3 2 1 0 1 2 3 MPNK-X76-400 MHNK-X76-1000 K-X76-1000 400-Watt MP 1000-Watt M H 42,000-Lumen Clear Lamp 110,000-Lumen Clear Lamp 101 COOPER Lighting NOTE Specifications and dimensions subject to change without notice. g 9 Visit our web site at www.cooperlighting.com ADH082295 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2012-01-12 10:41:53 2012-01-17 16:01:45 NK NIGHTHAWK III ORDERING INFORMATION Sample Number:M PN K-S76.400.277V I J L- I. I I Lamp Type Mounting Lamp Wattage ' Voltage' Options' Accessories° M P=Pulse Start Metal I S=Slipfitter I MP 120V=120V F1=Single Fuse(120,277 or 347V TYS-X X=Trunnion or Yoke Slipfitter for 2 3/8",3",or 3112"9 Halide T=Trunnion 150=150W only) 0.D.Tenon 20 6 V=2081/ M H=Metal Halide+ y=Yoke 250=2W 2401/=2401/ F2=Double Fuse(208,240 or480V VVINK=Vandal Shield for 150-320W HP=High Pressure Sodium - 320=320W only) WG/NK=Wire Guard 2771/-2771/ Q=Quartz Restrike(Hot Strike Only) Distribution 1400=400W I VSIN Kli 000=Vandal Shield for 400-1000W Units 347 V'3471/3 OA)RA 1016=Photoelectric Control,105-285 Volt NEMA Series 1 EM=Quartz Restrike with"Delay 5 76.7H x 61/Beam 450.450W 4801/'4801/ Relay"(Quartz lamp strikes at Type .N K.`g t aw Spread 750=750W OAJRA1201=Photoelectric Control,347V NEMA T M T°Multi-Tap, both hot and cold starts) yPe 1000.1000W wired 277V [ LL=Lamp Includede I OA1RA1027=Photoelectric Control,480V NEMAType MH TT=Triple-Tap,3 C EC=California Title 20 Compliant OA1028=Field Installed NEMA E ATwlistock Photocontrol 175°175W+ wired 347V Ballast(Applies to 250-320W and Receptacle I Separately) 400W MP only) TMK-XX=Top or Bottom Visor 250'250W+ PER=NEMA Twistlock Photocontrol sift/NK•xx=Single Side Visor 400'400W' Receptacle SVINK-XX:Double Side Visor 750=750w OA1RA1013=Shorting Cap PC:Button Type Photocontrol 1000:1000W T=Removable Quick-Disconnect° HP Power Tray 150:150W 250:250W Standard Color 400=400W _=Bronze(Standard) 600 600W BLK=Black 750°750W GRY=Grey 1000°1000W WHT=White Notes:1 175W,250W,and 400W M H available In non-U.S.markets only. 2 Products also available in non-US voltages and 50HZ for international markets. 3 88%efficient EISA Compliant fixtures not available in 347V or TT Voltages.TT not available with 750W HPS-Specify Voltage, 4 Add as suffix in the order shown. 5 Not available in 1000W. 6 Lamp is shipped separate from luminaire.Lamp is Cooper designated product based on luminaire requirements.Specified lamps must be ordered as a separate line item. 7 PC option not available with trunnion or yoke mount. 6 Order separately,replace XX with color designation. 6 Not available with stipfitter-mount. STOCK SAMPLE NUMBER:(LAMP INCLUDED) SAMPLE NUMBER: MPNKS40 N K TYS I I I I Lamp Type Series Mounting Lamp Wattage Accessories(order separately) MP=Pulse Start Metal Halide NK=Nighthawk III 1 S=Slipfitter 40=400W 2 TYS=Trunnion or Yoke Slipfitter for MH=Metal Halide Y=Yoke 1K=1000W 3 2 3/8",3",or 3 1/2"O.D.Tenon HP=High Pressure Sodium NOTES[stock[: 1 Multi-tap ballast,7Hx6V beam spread,bronze finish,and lamp are standard for stock product. 2400W available in MP only. 3 1K available In MH and HPS only. Refer to In Stock Guide for availability. VOLTAGE CHART MT=Multi-Tap 120/208/240/277V(wired 277V) TT=Triple-Tap 120/277/347V(wired 347V) 0001 COOPER Lighting NOTE:Specifications and dimensions subject to change without notice. g g Visit our web site at www.cooperlighting.com ADH082295 www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 2012-01-12 10:41:53 2012-01-17 16:01:45 101/'lSON Alaska &COMPANY Arizona California Colorado Florida Kansas Memorandum Louisiana Missouri Nebraska New Mexico Oklahoma Texas To: Plains All American Pipeline, L.P. Utah From: Steve Gomez, PE CC: Date: 2013-10-31 File Number: Re: Plains Niobrara Loading Facility Traffic Study Purpose The purpose of this Technical Memorandum is to evaluate the traffic operational impacts that the proposed crude oil terminal facility near Carr, Colorado would have on the existing roadway network in the immediate vicinity of the site. The traffic impact analysis was conducted in conformance with Weld County traffic impact study guidelines. Introduction Plains All American Pipeline, L.P. (PAALP) is proposing to construct a crude oil terminal near Carr, Colorado. Included in the project is infrastructure to accommodate unloading and custody transfer of crude from trucks, custody transfer of crude from incoming pipelines, storage of crude, and loading of a 104 car unit train at a double sided,thirteen spot loading rack. The terminal is served by the UPRR,Greely Subdivision. Access to the facility is proposed to be from WCR 126 and an existing access road to the lease area.The WCR 126/exiting access road"tee"intersection is currently a full movement unsignalized intersection. Historically the Carr site has been utilized for various uses ranging from temporary pipeline material storage to wind turbine offload and delivery. Located just east of the Union Pacific Railroad tracks, the site is an ideal location for transferring railroad cargo to trucks for final delivery. A previous traffic study was conducted by CH2M HILL in April 2010 to consider multiple ongoing uses that were previously planned at the site.While it was not anticipated all of multiple uses would occur simultaneously,for purposes of the analysis a conservative approach was taken and the traffic study assumed that the multiple uses would overlap.The following summarizes the previous traffic impact study: 1. The three site uses are expected to generate a combined 87 new daily vehicles with most of the trips occurring in the peak hours.Truck traffic would be distributed throughout the day. 2. Traffic operational analysis indicates that 1-25, US85, WCR 126, and the site access intersection will operate at acceptable levels of service and the additional site generated traffic creates minimal impact to the existing peak hour traffic operations near the site. 3. The site access and surrounding roadway network appear to have well maintained signing and striping. The site access sight distance is adequate with no obstructions and the pavement condition on WCR 126 is not expected to be degraded by site activities due to the short duration of operations. 4. The site is not expected to generate enough traffic to warrant any significant infrastructure improvements;and acceleration and deceleration lanes are not recommended. nom N HIGHER K'ehtio - •Page 1 SHARED OWNERSIUP•COLT A[SORATION Wilson&Company,Inc.,Engineers&Arch/loots INTENSITY•DISCIPLINE•SOLUTIONS Existing Conditions Site Location The proposed crude oil terminal is located approximately one mile south of WCR 126 and just east of WCR 21 in Weld County, Colorado (See attached exhibit). Access to the facility is proposed to be from WCR 126 and an existing access road. The WCR 126/exiting access road "tee" intersection is currently a full movement unsignalized intersection. • Adjacent Roadways The current road system in the vicinity of the site consists of private and county roads.North of the site WCR 126 is a paved 2-lane,east-west,collector road also known as Stevenson Avenue.It has a speed limit of 30 mph near the site access. As WCR 126 approaches 1-25 to the west of the site it becomes WCR 126%. 1-25 is a 4-lane, rural, north-south interstate with a speed limit of 75 mph.The I-25/WCR 126% interchange is currently a diamond interchange with the ramp intersections controlled by STOP signs. US85 is a 2-lane, rural, minor arterial in rolling terrain with a speed limit of 65 mph. Both 1-25 and US85 are designated as national truck routes. Traffic Counts The following summarizes traffic data on the primary roads in the vicinity of the project based on available traffic data and traffic data documented in the previous traffic study. WCR 126 near the site access road carries approximately 440 vehicles per day(vpd) of which 38%are trucks. While the posted speed limit in this area is 30 mph,the recorded 85th percentile speed is 49 mph. Based on information provided by the Colorado Department of Transportation(CDOT)1-25 just north of the WCR 126 % interchange carries approximately an average annual daily traffic volume of 17,000 vehicles and approximately 15%trucks.The peak hour traffic at this location comprises 11%of the daily traffic. The closest count data available from CDOT on US 85,is just north of WCR 108.The current average annual daily traffic volume is 2,300 vehicles with roughly 22%trucks. Like 1-25,approximately 11%of the daily traffic occurs in the peak hour. The access road to the site currently carries and average annual daily traffic volume of 117 vehicles with approximately 72%trucks.The recorded 85th percentile speed is 20 mph. Future Conditions Trip Generation Based on provided information up to 100 crude oil trucks per day will access the site from WCR 126 and the existing access road. In addition there is estimated to be an additional 20 employee/miscellaneous trips per day to the site. During the peak hours(AM peak hour is generally between 6:30AM-8:30AM,PM peak hour is generally between 4:30PM-6:30PM) it is assumed that 18 trips (10 car and 8 crude oil truck trips) will enter/exit the site. This estimate assumes the truck traffic is evenly distributed throughout the day and all other employee/miscellaneous trips arrive and depart during the peak hours. Traffic Operations To assess the potential traffic impacts associated with the proposed crude oil terminal,existing peak hour traffic conditions were analyzed both with and without the expected additional site traffic.Since the peak hour is 11% of the daily volume based on annual CDOT traffic counts along 1-25 and US 85,the same peak hour percentage was assumed for all other study area roadways.Therefore,only a single peak hour was analyzed for 1-25,US 85, WCR 126 and intersection operations. Also, due to the lack of available data, turning movement counts were estimated at the unsignalized WCR 126/site access intersection. mom MI HIGHER • Page 2 -Kolatwpo SHARED OWNERSHIP•COLIABORA11ON Wilson&Company,Mo.,Engineers&Architects INIENSIIY•DISCIPLINE•SOLUTIONS The Highway Capacity Manual,2010(HCM 2010),defines the operational measures of effectiveness for all types of roadways and junctions in terms of qualitative levels of service(LOS). Six LOS classifications are given a letter designation from A to F with"A"representing the best operating conditions and"F"the worst.LOS D or better is typically considered acceptable for peak hour operations. For freeways, LOS is determined by the density of traffic in a basic freeway section defined by passenger cars per mile per lane. For two-lane highways, LOS is defined in terms of average travel speed and percent time spent following another vehicle. For unsignalized intersections,LOS is defined in terms of average delay per vehicle by movement. For side street stop-controlled intersections,delay is typically represented in seconds for the minor street approaches and the left turns from the major street. Peak hour traffic operations were analyzed applying the HCM 2010 methodologies for the existing traffic volumes and for the total (existing plus site)traffic volumes and the results are summarized in Tables 1 and 2, respectively.The analysis worksheets are attached. Table 1 Existing Roadway/Intersection Operations Average Daily Traffic Peak Hour Traffic Percent Peak Hour Roadway Volume Volume Trucks LOS WCR 126 440 50 38% C US 85 2300 255 22% B 1-25 17000 1870 15% A Unsignalized Intersection WCR 126/Site Access Northbound n/a 7 72% A Westbound Left n/a 4 72% A Table 2 Total Roadway/Intersection Operations Average Daily Traffic Peak Hour Traffic Percent Peak Hour Roadway Volume Volume Trucks LOS WCR 126-West 530 66 39% . C WCR 126-East 570 74 31% C US 85 2430 271 22% B 1-25 17090 1880 15% A Unsignalized Intersection WCR 126/Site Access Northbound n/a 25 36% A Westbound Left n/a 9 54% A As shown,there are no differences in the peak hour operational levels of service between the existing volumes and total volumes and all operational levels are acceptable,LOS C or better. min MN HIGHER • Page 3 Kola'�`ionel+.ipy SHARED OWNERSHIP•COL IAISORATION Wilson&Company,Inc..Engineers&Architects INTENSITY•DISCIPLINE-SOLUTIONS Roadway/Intersection Improvements Applying the access requirements of the CDOT State Highway Access Code, March 2002 for rural highways,the peak hour volumes at the WCR 126/Access Road intersection do not warrant the installation of acceleration or deceleration lanes at this location;deceleration lanes requirements more than 10 vph for left turns and 25 vph for right turns;acceleration lane requirements more than 50 vph for right turns. Summary The proposed crude oil terminal is not projected to impact peak hour traffic operations on the surrounding roadway network. Traffic operational analysis indicates that 1-25, US85, WCR 126, and the site access intersection will operate at acceptable levels of service and the additional site generated traffic creates minimal impact to the existing peak hour traffic operations near the site. No changes to the existing roadway/intersection lane geometry are recommended with the construction of the terminal. These results are consistent with the results of the previous traffic analysis conducted in April 2010 for the site which are summarized at the beginning of this memorandum. • ��t�r,`tlliilif�l�,1f� gf9; IA REOlt 44,,E D ' ooQ/o_3/- MN HIGHER •Page 4 -Kdat,-ono SHARED OWNERSIIIP•COLLAEIORATION. Wilson&Company,Ina.,Engineers&Architects INTENSITY•DISCIPLINE•SOLUiIONS a / i rY. / • ,-i ,': ',. ..P1':, :.,:.4.,;::: '1 7 ,1 ' �, :,i4. ;.,�; 17r �`1t 1 a1� L ps1/ t. rti `` p is I r .,,:H......••. ,, 1 1. X.,.'‘ . , .00 - ♦ i , lit I '``•Rt"•. . '1 J }0,/' • .1 �" t11 r ' 1•• ` f • t k 1't J 6y • y I • 11. t.' 1 . t ` d r 1 +�, • • 1 . ,... ' L' • 1 . ... . • - ,., •,..5,-,/,.,,,,,, - ... . . \• ...- • si I } + t I. • (, •�=, 1,Iw JL&4 a' r= ' 0.i 1 • •+ .• Al 1 • 4 f S• ;Air!.: .. • . . :1.1-'1: 4 :\ Vii', 1. • iEiiiIff fl. , �i / 1 .. H• 1 K Jr f` � 1, a, , . .3i.` ! t 7•1 : I � i ' 1 '11 =• �L :i 1 j'I_.i i• 1 4 � ,. .nth '. . r I .. ff t 4 w �,1 11 ' its .�'4 ` , HCM 2010 TWSC 3: Access Road & WCR 126 10/7/2013 wry, ate. . -1,isk-0171, . intersection Delay,s/veh 1.5 ry 34 - ------- -Conflicting Peds,#Ihr 0 0 0 0 0 0 RT Channelized - None . - None - None Storage__Length::::: ":.. . 0. Veh in Median Storage,:# 0 - 0 0 - : Peak Hour Factor 92 92 92 92 92 92 :: 72 Mvmt Flow 22 3 4 33 3 4 ,�Y- _ -�T•-.%j_�-T�•Ee�5' _ --=_"��J�' ."�'.G" t'�.a:YJ `:l -- .:yxy. ••X: - ��x%�.:ih'�' _+x1iY«'; �y r:7�o"i;:=,.,�,.:1«�•' •_��' �L�� r�z'_°-rs�� .i.S;„� _ t'S1V. �U _ X41��.. � r K°"e. .. � -�",+ti. >::� ...r'�..,,y;GSA¢ ;y.,°:ar.:: ir 3' —xs mom-" f Confl�ctin .:Flow `:°:_ :° ':::. :-:: --..-- Stage 1 - - - 23 - Follow-up Headway - - 2.848 - 4.148 3.948 - Pot Ca acit �:Maneuver::_-:::'.: :::'.;'.:=:::. =: =:=::: :'.'`:_ .:; :":=:;1235 :� "�:. :::.::..:.:.:: :':::.793 Stage 1 - - - - 846 •- - --- - - ----- ---__--- - -- - --- - - --_ -- _ - :,:-:.829--::-:-: ':°;•.:;:;::::'; _ ..:.,:: . :;: :: : :.-, _:__. `Staa-.2 :€ - Time blocked-Platoon,% - - - Mov:.Ca aci -.1::Maneuver-::.. Mov Capacity-2 Maneuver - - - - 791 - :;__::: ,. . . : • • Stage 2 - - - - 827 - 61 n1„b.`� ..Ps'=rqWg-SffF.�`;"-,,__�Si ir*ri`.::�C�,.e-:-:s_:gi _ ,:�+r• ..i� .E I? - .,•: ..� .",-_._.-__._ -. .. r"�=3�t�:<:��-,.� HCM LOS A x>a. -��. B ter•• L. • �Q 'A1:,a. -==' '- ° ° - ::A:r-® S'};{ 1J [�' '�y .. r' _ s`s :_::::=:-:: :_:':`-__' :- :_:::__ : HCM Lane V/C Ratio 0.009 - - 0.004 - HCM Control:Del HCM Lane LOS A A A of HCM:95th-/otife.Q veh ::_.::: ::.:::::•.;:: ::::':°;::0.027:.;: �:' ::-: , ::;:-:-:: :0.01'1.:::.....:.. ... .. ....:::.:-._ .,:::::.::.:•`:`:: .:-:.:::, :._.:::.:::::.:_-:_ ::::::::::.::`-:-:-:::-::: .<'�#.-•rP•" ;2's<..r�z- � -vr'Y�"- '�Y��' i" .f'. _ -.�::..._.F_.: 'Yx„_�= ys�4.-.p�:-4,� - �"i.''�t`d%k v - _...:��'`�'-�,--n� ��-xzt�a-"_.'� -;?:' reara --�•�,. •_�^ _ ��r�-�' =s: '��s"_''-w"�+�'s_,�-;�-z�"��<�_-= - �:::Volame:Exeeeds::Ca acit ". ::;:Dela Exceeds 300 Seconds;-Error:Com iatatioit:Not Defined`:::-: : :`::::`:: _::::''':: ::::::'::':::"• _•: ::: -:�-` ;-.." WCR 126/Access 10/1/2013 Existing 2013 Synchro 8 Report Page 1 Directional Page 1 of 2 DIRECTIONAL TWO-LANE HIGHWAY SEGMENT WORKSHEET General Information Site Information Analyst seg Highway/Direction of Travel WCR 126 Agency or Company From/To Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Existing 2013 Project Description: Input Data Shoulder width ft: « Lane width tt F. Class 1 highway n Class II --- Lane width ft. Sh oulder width ft highway n Class III highway (d, Terrain F Level IT Rolling Segment length,Li int Grade Length mi Up/down Peak-hour factor,PHF 0.85 No-passing zone 100% iovl7toiw Iurow. %Trucks and Buses,P 38% Analysis direction vol.,Vd 34veh/h T Opposing direction vol.,VG 24vehth %Recreational vehicles,PR 0% Shoulder width ft 6.0 Access points mi 4/mi Lane Width ft 12.0 Segment Length mi 1.0 , Average Travel Speed Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-11 or 15-12) 1.9 1.9 Passenger-car equivalents for RVs,ER(Exhibit 15-11 or 15-13) 1.0 1.0 Heavy-vehicle adjustment factor,fHv,ATS-11(1+PT(ET-1)+PR(ERA)) 0.745 0.745 Grade adjustment factor", fg ATS(Exhibit 15-9) 1.00 1.00 Demand flow rate2,of(pc/h)vi=Vi/(PHF*fg.ATS*fHV,AT5) 52 37 Free-Flow Speed from Field Measurement Estimated Free-Flow Speed Base free-flow speedo,BFFS mi/h Adj.for lane and shoulder width,4 tLS(Exhibit 15-7) mi/h Mean speed of sample3,SFM 49 Total demand flow rate,both directions,v Adj.for access points'',fA(Exhibit 15-8) mi/h Free-flow speed,FFS=SFM+0.00776{v/fHV ATS) Free-flow speed,FFS (FSS=BFFS-frs fA) 49.6 mi/h Adj.for no-passing zones,fnp,AT5(Exhibit 15-15) 2.5 mi/h Average travel Speed,ATSa FFS-0.00776(vd ATS+ 46.4 m i/h Vo,ATs)-tnp,ATS Percent free flow speed,PFFS 93.6 % -' - Percent Time-Spent-Following Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-18 or 15-19) 1.1 1.1 Passenger-car equivalents for RVs,ER(Exhibit 15-18 or 15-19) 1.0 1.0 Heavy-vehicle adjustment factor,fHv=1/(1+PT(ET-1)+PR(ER-1)) 0.963 0.963 Grade adjustment factor",fg PTSF(Exhibit 15-16 or Ex 15-17) 1.00 1.00 Directional flow rate2,vf(pc/h)v.=Vi!(PHF*fHvy,TSF*tg,PTSF) 40 28 b Base percent time-spent-following4,BPTSFd(%)=1 a 00(1-ee" ) 4.9 Adj.for no-passing zone,fnp,pTSF(Exhibit 15-21) 53.4 Percent time-spent-following,PTSFd(%)=BPTSFd+f np,PTSF*(Vd,PTSF/Vd,PTSF+ 36.3 - Vo,PTSF) Level of Service and Other Performance Measures Level of service,LOS(Exhibit 15-3) C Volume to capacity ratio,v/c 0.03 file://C:1Userslsegomez\AppData\Local\Templs2k993E.tmp 10/7/2013 Directional Page 1 of 2 DIRECTIONAL TWO-LANE HIGHWAY SEGMENT WORKSHEET General Information Site Information Analyst seg Highway/Direction of Travel US 85 Agency or Company From/To Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Existing 2013 Project Description: Input Data Shoulder width -- -� .tt:� Lane width 'ft I✓ Class I highway 17 Class II '..Lane width It. Slioulder; +dth }t highway Class Iii highway Terrain F Level Fl Rolling Segment length, 4 inj Grade Length mi Up/down Peak-hour factor,PHF 0.88 No-passing zone 50% Analysis direction vol.,Vd 155veh/h 5hpvi'fiarlh Mimi" %Trucks and Buses,PT 22% Opposing direction vol.,V0 100veh/h %Recreational vehicles,PR 0% Shoulder width ft 6.0 Access points mi 4/mi Lane Width ft 12.0 Segment Length mi 1.0 Average Travel Speed Analysis Direction(d) Opposing Direction(o) - • Passenger-car equivalents for trucks,ET(Exhibit 15-11 or 15-12) 1.6 1.8 Passenger-car equivalents for RVs,ER(Exhibit 15-11 or 15-13) 1.0 1.0 Heavy-vehicle adjustment factor,fHv,ATS=11(1+PT(ET-1)+PR(ER-1)) 0.883 0.850 Grade adjustment factorl, 1g ATS(Exhibit 15-9) 1.00 1.00 Demand flow rate2,yr(pc/h)vi=V1/(PHF'fg ATS£ftiV,ATS) 199 134 Free-Flow Speed from Field Measurement Estimated Free-Flow Speed Base free-flow speedo,BFFS milk Adj.for lane and shoulder width,4 fLs(Exhibit 15-7) mi/h Mean speed of sample3,SFM 65 Total demand flow rate,both directions,v Adj.for access points4,fA(Exhibit 15-8) mi/h Free-flow speed,FFS=SFM+0.00776(v/fHv ATS) Free-flow speed,FFS (FSS=BFFS-fLS fA) 67.2 mi/h Adj.for no-passing zones,f (Exhibit 15-15) 2.9 mi/h Average travel speed,ATSd=FFS-0.00776(vd,ATS+ np,ATs 61.8 milk vo,ATS)-1np,ATS Percent free flow speed,PFFS 91.9 % Percent Time-Spent-Following Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-18 or 15-19) 1.1 1.1 Passenger-car equivalents for RVs,ER(Exhibit 15-18 or 15-19) 1.0 1.0 Heavy-vehicle adjustment factor,fHv=11(1+PT(Ej 1)+PR(ER 1)) 0.978 0.978 Grade adjustment factorl,f9 PTSF(Exhibit 15-16 or Ex 15-17) 1.00 1.00 Directional flow rate2,vi(pc/h)vi=Vi/(PHF*fHv,PTSF*fg,PTSF) 180 116 Base percent time-spent-following4,BPTSFd(%)=100(1-eavd ) 19.7 Adj.for no-passing zone,fnp,PTSF(Exhibit 15-21) 47.2 Percent time-spent-following,PTSFd(%)=BPTSFd+f np,PTSF (vd,PTSF/vd,PTSF+ 48.4 vo,PTSF) Level of Service and Other Performance Measures Level of service,LOS(Exhibit 15-3) B Volume to capacity ratio,v/c 0.12 file://C:1Users\segomez\AppDatalLocal\Temp\s2k2BB0.tmp 10/7/2013 BASIC FREEWAY WORKSHEET Page 1 of 1 BASIC FREEWAY SEGMENTS WORKSHEET • General Information 'Site Information Analyst seg Highway/Direction of Travel NB Agency or Company From/To Date Performed 1011/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Existing 2013 Project Description IT Oper.(LOS) I7. Des.(N) F1 Planning Data Flow Inputs Volume,V 1215 veh/h Peak-Hour Factor, PHF 0.94 AADT 17000 veh/day %Trucks and Buses, PT 15 Peak-Hr Prop. of AADT, K 0.11 %RVs, PR 0 Peak-Hr Direction Prop, D 65 General Terrain: Level DDHV=AADT x K x D 1215 veh/h Grade % Length mi Up/Down % Calculate Flow Adjustments fp 1.00 ER 1.2 ET 1.5 fHV 1t[1+PT(ET-1)+PR(ER-1)]0.930 Speed Inputs Calc Speed Adj and FFS Lane Width ft Rt-Side Lat. Clearance ft fLW mph Number of Lanes, N 2 fLc mph Total Ramp Density, TRD ramps/mi TRD Adjustment mph FFS (measured) 75.0 mph FFS 75.0 mph Base free-flow Speed, mph BFFS LOS and Performance Measures Design (N) Design (N) Operational (LOS) Design LOS vp= (V or DDHV)/(PHF x N x fHv x fp} 695 pc/h/In vp= (V or DDHV)1(PHF x N x frly pc/h/In X fp) S 75.0 mph S mph D=vp/S 9.3 pc/mi/In D=vpIS pc/mi/In LOS A Required Number of Lanes, N Glossary Factor Location N - Number of lanes S -Speed ER-Exhibits 11.10, 11-12 fLW-Exhibit 11-8 ✓ - Hourly volume D -Density ET-Exhibits 11-10, 11-11, 11-13 fix- Exhibit 11-9 vp -Flow rate FFS- Free-flow speed f - Page 11-18 TRD Page 11-11 LOS -Level of service BFFS- Base free-flow LOS, S, FFS, vp- Exhibits 11-2, speed DDHV-Directional design hour volume 11-3 Copyright©2012 University of Florida,AEI Rights Reserved HCS 2070TH Version 6.41 Generated: 10/7/2013 2:47 PM file://C:1Userslsegoznez\AppDatalLocallTemp1f2k1658.tmp 10/7/2013 HCM 2010 TWSC 3: Access Road & WCR 126 10/7/2013 Intersection Delay,s/veh 3,4 b a ,fir Vol -yeti/h:__:`:.: ::..::...: 20:: 6:- : . .:9. .`'::: 30: 10.- 15 Conflicting Peds,#/hr 0 0 0 0 0 0 ign-.on r4.._ ::; ::.: ree : .:.°:::ree;:;:; ree.;:::.::;::ree:.;.:: op. : .: .:....aP- RT Channelized - None - None - None Stara e.Len th:° :::::< :.: : :,0 , :.: :,::, . Veh in Median Storage,# 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy:Vehicles. °., 38. -:..:. 83° 83.::.:.:>:_:3$:_ 4 :. 40 .:':: ::' :::. Mvrnt Flow _ 22 7 10 33 11 16 .ASIi;D w•.,, __ `_=_ . al0 '�=n;`ryl��.Y,<�•,�..:��{��;:�.::ti:. �:'� E .�,��-.;�.�.•,�- Conflicting FlowAll::_::.__ : 0::;:!;:: :;.0 -,:::: :28 0,---.---- '77 ' 25:` :-=_`::':'- ::_::- ::`: Stage 1 - - - - 25 - :Sta e 2 : '•: :: :=: °: . ::.52..°:. - -'. :: - _::: Follow-up Headway - - 2.947 - 3.86 3.66 P ve :-: :°.;: _: :'- 1189. - -952 : - .? of Capactty�l Maneu r .:.:.:..:....:.:..: ::.::...... . .: . . . .: .....-.'.:i:',";040.... ..... . --- Stage 1 - - - - 908 - '..--:-.-:::•.'.. .:1:...::..§(09.9,2.-". ..;.;-,-,.,- :::'' ':.` :::::-._-: '.::':882; ._ . Time blocked-Platoon,% - - - Mov Ca ac3f _g,:Maneuver.. . :.. : -. : -::=.-..1'i89: :.:::::..,:- ..:.:.:., :-.:-::_::_ 832::.:::.:.:::: :.:: : ::.952::' ;::=': ::: - : ::::.;:: ; :.: Mov Capacity-2 Maneuver - - - - 832 - Stage 2= = 874 „ • -.;-�.�_ter:_�- --- -—- .�• °� yi,� P��U"Y�:=c��r�-.�.'A� I?I3.Ta=' `��J�.; 3 ��-r'�`:r-�fY.�3 HCM::Control-:Dela a°:::::: ' -::= :•:"4::: ` ;--:1":9:.: ,'.:: :-__::91:::.: .:; :_:: • HCM'LOS A zNA.IE.: -eY fig`1 eN .. n t - a44STKI! i o n �'0 SL_ti` 1), �` t-iat g ,. n.j : , - _ 90,. ::;-` ::: ° "1189.-: `.':_::_-:`:. - --- __ - -- Capacity(vehih) 0,: .::...;: .. ; HCM Lane V/C Ratio 0.03 - - 0.008 - HCM Control:Dela-:s :; : =`:-:;;;-':.:'-:::;::' 9:1 .-.:1-..:-.:...,:-:;:::,..1::::.,:-..:.:.: :`=;---:.'.,8..053-:-.-.-:'::::'0...:,:.::-..:,:„::'--"E, HCM Lane LOS A A A HCM 95th..fottle..Q vets 0.093.; '',:-0.025--:-.E,--,--,----_----::- .:=Voktni.e xceeds:Ca actE ;$::-Dela Exceeds 300.Seconds;Errar�:.Com utat�an Nof:Defn..,._.. � "__::.::,-._,.,-,. :.::::::::€ WCR 126/Access 10/1/2013 Total 2013 Synchro 8 Report Page 1 Directional Page 1 of 2 DIRECTIONAL TWO-LANE HIGHWAY SEGMENT WORKSHEET General Information Site Information Analyst seg Highway/Direction of Travel WCR 126 Agency or Company From/To West Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Total 2013 Project Description: Input Data — ^—— Shoulder width, It.- Lane width F Class I highway Ili Class II Lane width ft _ Shoulderw width }t _ _ _ _ highway IT Class Ill highway Terrain I Level P Rolling Segment length,. Li mi Grade Length mi Up/down Peak-hour factor,PHF 0.88 No-passing zone 100% 5hmviNarthNr5W: %Trucks and Buses,P 49 Analysis direction vol.,Vd 40veh/h T Opposing direction vol.,Vo 26vehlh %Recreational vehicles,PR 0% Shoulder width ft 6.0 Access points mi 4Im! Lane Width ft 12.0 Segment Length mi 1.0 • Average Travel Speed Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-11 or 15-12) 1.9 1.9 Passenger-car equivalents for RVs,ER(Exhibit 15-11 or 15-13) 1.0 1.0 Heavy-vehicle adjustment factor,fw,ATS-1!(1+PT(ET-1)+PR(ER-1)) 0.694 0.694 Grade adjustment factor1, f9 ATS(Exhibit 15-9) 1.00 1.00 Demand flow rate2,v1(pc/h)vi=1/1/(PHF*fg,ATS*fHV,ATS) 65 43 Free-Flow Speed from Field Measurement Estimated Free-Flow Speed Base free-flow speedo,BFFS mi/h Adj.for lane and shoulder width,4 fLs(Exhibit 15-7) mi/h Mean speed of sample3,Srm 49 Total demand flow rate,both directions,v Adj.for access points4,fA(Exhibit 15-8) mi/h Free-flow speed,FFS=SFM+0.00776(v/fHV,ATs) Free-flow speed,FFS (FSS=BFFS-fps fA) 49.7 mi/h Adj.for no-passing zones,tnp,ATs(Exhibit 15-15) 2.5 mi/h Average travel speed,ATSd=FFS-0.0O776(vd ATs+ 46.4 mi/h vo,ATS) fnp,ATS Percent free flow speed,PFFS 93.3 % Percent Time-Spent-Following Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-18 or 15-19) 1.1 1.1 Passenger-car equivalents for RVs,ER(Exhibit 15-18 or 15-19) 1.0 1.0 Heavy-vehicle adjustment factor,fHv=1/(1+PT(ET 1)+PR(ER 1)) 0.953 0.953 Grade adjustment factors,f9 PTSF(Exhibit 15-15 or Ex 15-17) 1.00 1.00 Directional flow rate2,v,(pc/h)vr-ViI(PHF*fHv,PTSF*f9,PTSF) 48 31 Base percent time-spent-followings,BPTSFd(%)=100(1-eavdb) 5.9 Adj.for no-passing zone,fnp PTSF(Exhibit 15-21) 53.2 Percent time-spent-following,PTSFd(%)BPTSFd+f np PTSF*(vd,PTSF/vd,PTSF 38.2. Vo,PTSF) Level of Service and Other Performance Measures Level of service,LOS(Exhibit 15-3) C Volume to capacity ratio,v/c 0.04 file://C:tUserslsegolnez\AppData\LocallTempts2kD3BE.tmp 10/7/2013 Directional Page 1 of 2 DIRECTIONAL TWO-LANE HIGHWAY SEGMENT WORKSHEET General Information Site Information Analyst seg Highway/Direction of Travel WCR 126 Agency or Company From/To East Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Total 2013 Project Description: Input Data Shoulder width ft: Lane width - tt :. 17 Class I highway RI Class II Lane width ft. Shoulder width it highway L- Class III highway Terrain `` Level Fl Rolling ~ Segment length,Lt ini Grade Length mi Up/down Peak-hour factor,PHF 0.88 No-passing zone 100% j ew ttarthArteni %Trucks and Buses,P 47 Analysis direction vol.,Vd. 39vehlh T Opposing direction vol.,Vo 35veh/h %Recreational vehicles,PR 0% Shoulder width ft 6.0 Access points mi 4/mi Lane Width ft 12.0 Segment Length mi 1.0 Average Travel Speed Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-11 or 15-12) 1.9 1.9 Passenger-car equivalents for RVs,ER(Exhibit 15-11 or 15-13) 1.0 1.0 Heavy-vehicle adjustment factor,1Hv,ATs-11(1+PT(ET-1)+PR(ER-1)) 0.703 0.703 Grade adjustment factors, fg ATs(Exhibit 15-9) 1.00 1.00 Demand flow rate2,of(pc/h)v1=Vi I(PHF*fg,ATs*IHV,ATS) 63 57 Free-Flow Speed from Field Measurement Estimated Free-Flow Speed Base free-flow speedo,BFFS mi/h Adj.for lane and shoulder width,¢f`s(Exhibit 15-7) milt: Mean speed of samples,S 49 Total demand flow rate,both directions,v Adj.for access points4,fA(Exhibit 15-8) mi/h Free-flow speed, FFS=SFM+O.00776(vi fHV,ATS) Free-flow speed,FFS (FSS=BFFS-frs fA) 49.8 mi/h Adj.for no-passing zones;fnp,ATS(Exhibit 15-15) 2.5 mi/h Average travel speed,ATSd=FFS-0.00776(vd,ATs+ 46.4 mi/h vo,ATS)-fnp,ATS Percent free flow speed,PFFS 93.1 % Percent Time-Spent-Following Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-18 or 15-19) 1.1 1.1 Passenger-car equivalents for RVs,ER(Exhibit 15-18 or 15-19) 1.0 1.0 Heavy-vehicle adjustment factor,flit/=1/(1+PT(E7 1)+PR(Ea 1)) 0.955 0.955 Grade adjustment factors,f9 PTSF(Exhibit 15-16 or Ex 15-17) 1.00 1.00 Directional flow rate2,vi(pc/h)vi=VI/(PHF*fHv,PTSF*fg,PTSF) 46 42 Base percent time-spent-following4,BPTSFd(%)=104(1-eavd') 5.6 Adj.for no-passing zone,fnp,PTSF(Exhibit 15-21) 52.8, Percent time-spent-following,PTSFd(%)=BPTSFd+f np,PTSF*(vd,PTSF/vd,PTSF+ 33.2 vo,PTSF) Level of Service and Other Performance Measures Level of service,LOS(Exhibit 15-3) C Volume to capacity ratio,v/c 0.04 file://C:1Users\segomez\AppDatalLocal\Temp\s2k92F.tmp 10/7/2013 Directional Page 1 of 2 DIRECTIONAL TWO-LANE HIGHWAY SEGMENT WORKSHEET General Information Site Information Analyst seg Highway/Direction of Travel US 85 Agency or Company From/To Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Total 2013 Project Description: input Data Shoulder width ₹t.^ — Lane width Iv Class I highway IT1 Class II Lane width tt- highway l-° Class III highway Shoulder width tt. Terrain IJ Level 1 Rolling Segment length, L(. ini Grade Length mi Up/down Peak-hour factor,PHF 0.88 No-passing zone 50% Analysis direction vol.,Vd 156vehlh Shar1 Arirth Amara' %Trucks and Buses,PT 27% Opposing direction vol.,VG 115veh/h %Recreational vehicles,PR 0% Shoulder width ft 6.0 Access points ml 4/mi Lane Width ft 12.0 Segment Length ml 1.0 Average Travel Speed Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-11 or 15-12) 1.6 1.8 Passenger-car equivalents for RVs,ER(Exhibit 15-11 or 15-13) 1.0 1.0 Heavy-vehicle adjustment factor,fHv,ATs=11(1+PT(ET-1)+PR(ER-1)) 0.861 0.822 Grade adjustment factorl, fg ATS(Exhibit 15-9) 1.00 1.00 Demand flow rate2,of(pc/h)vi=Vi/(PHF*fg ATS*fHV,ATS) 206 159 • Free-Flow Speed from Field Measurement Estimated Free-Flow Speed Base free-flow speedo,BFFS mi/h Adj.for lane and shoulder width,4 fts(Exhibit 15-7) mi/h Mean speed of sample3,S 65 Total demand flow rate,both directions,v Adj.for access points4,fA(Exhibit 15-8) mi/h Free-flow speed,FFS=SFM+0.00776(v/fHV,ATs) Free-flow speed,FFS (FSS=BFFS-fLS fA) 67.3 mi/h Adj.for no-passing zones,f (Exhibit 15-15) 3,1 mi/h Average travel speed,ATSd=FFS-0.00776(vd ATS+ np,ATS 61.3 an/h Vo,ATS)-fnp,ATS Percent free flow speed,PFFS 91.1 % Percent Time-Spent-Following Analysis Direction(d) Opposing Direction(o) Passenger-car equivalents for trucks,ET(Exhibit 15-18 or 15-19) 1.1 1.1 Passenger-car equivalents for RVs,ER(Exhibit 15-18 or 15-19) 1.0 1.0 Heavy-vehicle adjustment factor,fRV=11(1+PT(ET 1)+PR(ER 1)) 0.974 0.974 Grade adjustment factorl,fg PTSF(Exhibit 15-16 or Ex 15-17) 1.00 1.00 Directional flow rate2,vi(pc/h)vi=Vll(PHF*fHv,PTSF*fg,PTSF) 182 134 Base percent time-spent-following4,BPTSFd(%)=100(1-eavdb) 19.9 Adj.for no-passing zone,fnp,PTSF(Exhibit 15-21) 49.1 Percent time-spent-following,PTSFd(%)=BPTSFd+f np,PTSF*(Vd,PTSF/Vd,PTSF+ 48.2 Vo,PTSF) Level of Service and Other Performance Measures Level of service,LOS(Exhibit 15-3) B Volume to capacity ratio,v/c 0.12 file://C:1Userslsegomez\AppData\LocallTempls2k65CF.tmp 10/7/2013 BASIC FREEWAY WORKSHEET Page 1 of 1 BASIC FREEWAY SEGMENTS WORKSHEET General Information 'Site Information Analyst seg Highway/Direction of Travel NB Agency or Company From/To Date Performed 10/1/2013 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year Total 2013 Project Description (✓ Oper.(LOS) F Des.(N) 1✓I Planning Data Flow Inputs Volume, V 1222 veh/h Peak-Hour Factor, PHF 0.94 AADT 17090 veh/day %Trucks and Buses, PT 16 Peak-Hr Prop. of AADT, K 0.11 %RVs, PR 0 Peak-Hr Direction Prop, D 65 General Terrain: Level DDHV=AADT x K x D 1222 veh/h Grade % Length ml Up/Down % Calculate Flow Adjustments fp 1.00 ER 1.2 ET 1.5 fHV= 1/[1+PT(ET-1)+PR(ER-1)10.926 Speed Inputs Cale Speed Adj and FFS Lane Width ft Rt-Side Lat. Clearance ft fLw mph Number of Lanes, N 2 fLC mph Total Ramp Density, TRD ramps/mi TRD Adjustment mph FFS (measured) 75.0 mph FFS 75.0 mph Base free-flow Speed, mph BFFS LOS and Performance Measures Design (N) Design (N) Operational (LOS) Design LOS vp.= (Vor DDHV)/(PHF xNxfHv 702 pc/h/In vp (V or DDHV)/(PHF x N x fHv x f ) pc/h/In xf ) S 75.0 mph S mph D v IS 9.4 pc/mi/In D vp/S pc/mi/ln LOS A Required Number of Lanes, N Glossary Factor Location N - Number of lanes S Speed ER- Exhibits 11-10, 11-12 fLW- Exhibit 11-8 ‘1/ - Hourly volume D - Density ET_Exhibits 11-10, 11-11, 11-13 fLc- Exhibit 11-9 v - Flow rate FFS- Free-flow speed f Page 11-18 TRD - Page 11-11 LOS - Level of service BFFS - Base free-flow p speed LOS, S, FFS, vp- Exhibits 11-2, DDHV-Directional design hour volume 11-3 Copyright©2012 University of Florida,All Rights Reserved HCS 2010TM Version 6.41 Generated: 10/7/2013 2:53 PM file://C:\Users\segornez\AppData\Local\Ternp\f2kl 82C.trnp 10/7/2013 Hello