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Home My WebLink About20063533.tiff I MU& WASTE MANAGEMENT t t WASTE HANDLING PLAN: USR #1527 WASTE MANAGEMENT OF NORTHERN COLORADO OPERATIONS FACILITY SOUTHEAST OF INTERSECTION BETWEEN COUNTY ROADS 25 AND 84 WELD COUNTY, COLORADO Prepared For: Waste Management Disposal Services of Colorado, Inc. • 8310 South Valley Highway, Suite 200Waste Management of Colorado, Inc. 2400 West Union Ave. Englewood, Colorado 80110 I Prepared By: Rothberg, Tamburini &Winsor, Inc. 419 Canyon Avenue, Suite 220 Fort Collins, Colorado 80521 Prepared: Mach 2006 Latest Revision: i G� 0704 -55n TABLE OF CONTENTS ' 1.0 PURPOSE 3 2.0 POLLUTANT SOURCES 3 ' 2.1 DOMESTIC WASTE 3 2.2 LIGHT INDUSTRIAL WASTE 3 3.0 ONSITE STORAGE 4 4.0 DISPOSAL SYSTEMS 4 4.1 DOMESTIC WASTE DISPOSAL SYSTEM 4 ' 4.2 LIGHT INDUSTRIAL WASTE DISPOSAL SYSTEM 5 4.2.1 Container Wash Waste Collection System 4.2.2 Repair Bay Waste Collection System 4.2.3 Vehicle Wash Bay Waste Collection System 4.3 INSPECTION REPORTS 6 4.4 RECYCLE SYSTEM 6 • 1 WMNC—Operations Facility 1 Match 2006 LIST OF APPENDICES Appendix A: Domestic Waste Collection System ' Appendix B: Light Industrial Waste Collection System Appendix C: Wash Bay Equipment General Specifications Appendix D: Vehicle Wash Bay Waste Collection System Flow Schematic Appendix E: Light Industrial Water Balance Worksheet Appendix F: WCDPHE Approval Letters Appendix G: Waste and Recycling Vendors t I WMNC—Operations Facility 2 March 2006 1 ' 1.0 PURPOSE In compliance with sections I. and J. of the conditions of approval for Use by Special Review Permit Number 1527, Rothberg,Tamburini&Winsor, Inc. (RTW)has prepared this Waste Handling Plan for the new Waste ' Management of Northern Colorado (WMNC) Operations Facility. The Plan outlines the sources of potential wastes/pollutants generated onsite, the onsite storage of potential pollutants that can reach the waste systems, and the systems designed to handle the various waste streams. Onsite wastes may include domestic and light industrial components. . 2.0 POLLUTANT SOURCES The facility generates mainly two types of waste streams,domestic and light industrial. Domestic waste is generated at both the Administration Building and the Shop and Container Repair Facility. Only the Shop and Container Repair Facility generates light industrial waste onsite. 2.1 Domestic Waste ' Domestic wastewater is generated onsite at both the Administration Building and the Shop and Container Repair Facility. Facilities contributing to the onsite domestic wastewater system include sinks,showers, floor drains,and toilets within restrooms,locker rooms,and the kitchenette. The volume of domestic wastewater was estimated in accordance with the Weld County Department of ' Public Health and Environment Individual Sewage Disposal System Guide and Application Forms guiding document. The Administration Facility contributes an estimated 1335 gallons of domestic wastewater per day. The Shop and Container Repair Facility contribute an estimated 258 gallons of domestic wastewater ' per day. In total,the two buildings contribute approximately 1593 gallons of domestic wastewater per day. 2.2 Light Industrial Waste ' Light Industrial wastes are only generated at the Shop and Container Repair Facility. Building activities contributing to the light industrial waste stream include wash waters from the container and Port-O-Let and truck wash wash bays,maintenance bay floor drains,paint booth,vehicle maintenance and repair,chemical storage leaks or spills,and solid wastes. The following chart outlines the potential pollutants entering the light industrial waste stream from each activity: Table 1.Light Industrial Waste Constituents Source Possible Pollutants Wash Bays Water,soil,road salts,greases,oils,trash remnants,surfactants,and minor amounts of transmission fluids,battery acid,anti-freeze, window wash,and industrial solvents, Floor Drains Water, soil, surfactants,greases,oils, transmission fluidsanti-freeze, welding slag. ' Paint Booth Water based paints, Vehicle Maintenance and Repair Greases,oils,trash remnants,transmission fluids,anti-freeze, window wash,and road salts Chemical Storage Leaks and Grease,oils,anti-freeze,transmission fluid,window wash,grease, ' Spills Solid Wastes Empty containers,rags,paper,boxes,and used machined parts, Each waste listed as a possible pollutant will vary in concentration and volume. The total light industrial waste stream from the Shop and Container Repair Facility was estimated using the highest contributing source with a safety factor. Of all the sources generating light industrial waste,the truck wash bay contributes significantly more volume than all the other sources combined. An individual wash cycle may use up to 300 gallons. If each truck in the fleet is washed two times per month,the wash bay can contribute approximately 75,000 gallons of light industrial wastewater per month. Estimating that the remaining waste sources account for 25 gallons of additional light industrial waste per every truck wash,the total light ' industrial waste stream was estimated at 81,250 gallons per month. WMNC—Operations Facility 3 March 2006 ' 3.0 ONSITE STORAGE It is unlikely that materials stored onsite could be released and impact the wastewater collection system, as ' the storage vessels are all either double walled or are equipped with secondary containment. To best understand the risk each material poses to contamination through the sewage disposal system, RTW outlined the sources and volumes for the most common waste pollutants stored onsite in the following table. ' Table 2.Storage Materials Guide Material Largest Individual Storage Volume Diesel Fuel 10,000 Gallon Double Wall AST ' Hydraulic Oil 500 Gallon AST with secondary containment Engine Oil 500 Gallon AST with secondary containment Used Oil 500 Gallon Double wall AST Automatic Transmission Fluid 250 Gallon AST with secondary containment Transmission Oil 250 Gallon Tank with secondary containment Gear Lube/Grease 55 gallon Drum with secondary containment Anti-Freeze 250 gallon AST with secondary containment Wash Bay Surfactants 250 Gallon ASTs with secondary containment Cleaning Solvents Individually Packaged(Typically<1 liter) Paint Individually Packaged (1,5, and 55 gallon drums) stored in room with secondary containment Window Cleaner Individually Packaged(55 gallon drums) ' Surfactants Individually Packaged(Typically<1 gallon) Admixtures Individually Packaged(Typically<1 gallon) Batteries Stored on racks with secondary containment Solid Wastes Stored in Roll-offs,Dumpsters The storage volumes listed in table represent the largest individual container for the associated material stored onsite. Although a larger overall quantity may be stored onsite, if an accident were to occur, the most likely maximum volume to be released would be less than or equal to the quantity listed for an individual container. ' Materials stored in drums and tanks are provided secondary containment due to their large storage volumes and the possibility of a spill. Secondary containment for the containers stored inside is provided by either double walled tanks (diesel fuel and used oil) or by specially designed rooms with built in secondary containment(oil storage and paint storage rooms).These rooms have been designed to contain a ' spill from the largest tank or drum stored within the room. 4.0 DISPOSAL SYSTEMS ' The facility is equipped with four independent waste disposal systems: domestic,light industrial, solid waste,and recycle. The systems function cooperatively to serve the various disposal needs of the light industrial facility. ' 4.1 Domestic Waste Disposal System A domestic collection system serves both the Administration Building and the Shop and Container Repair ' Facility. The system collects waste from the floor drains, showers, sinks, urinals, and toilets located in the restrooms, kitchenettes, and mechanical rooms. The domestic waste collection system components are highlighted yellow on the attachments found in Appendix A. All domestic waste collection systems are constructed in accordance the 2003 International Plumbing Code and any applicable Weld County Code ' requirements. Just beyond each building, the domestic wastewaters are routed through septic tanks. The tanks are designed with a 30-hour detention time to remove the majority of the suspended solids within the waste stream. From WMNC—Operations Facility 4 March 2006 ' each septic tank, the wastewater flows to a common splitter box. This box divides the total incoming flow equally between two drain fields. The drain fields are designed to infiltrate the average day and peak day flows for maximum occupancy of the facility. The tile drain fields are designed in accordance with the Weld County Department of Public Health and Environment Individual Sewage Disposal System Guide and Application Forms guiding document. The septic system design is currently undergoing the review and approval process at the Weld County Department of Public Health and Environment. ' The septic tanks are accessible for service by a vacuum truck. The tanks will be monitored by WMNC and cleaned by an approved septage hauler. The waste will be removed from the site by truck and disposed of in an approved and permitted manner. The exact disposal site is dependent on the approved disposal points for the contracted septic disposal company. 4.2 Light Industrial Waste Disposal System The light industrial waste disposal system collects waste only from the Shop and Container Repair Facility. To best collect and treat the varied waste streams from the facility, the light industrial waste collection system is divided into three distinct collection systems within the building: container wash,repair bay, and vehicle wash area. These three waste collection systems are highlighted on the figures found in Appendix B. The container ' wash waste collection system is highlighted in orange, the repair bay waste collection system is highlighted in pink,and the vehicle wash area waste collection system is highlighted in green. 4.2.1 Container Wash Waste Collection System The container wash collection system serves a single bay designed for the repair of roll-offs and dumpsters. The waste from this area is collected in a trench drain and directed through a sand/oil interceptor to the evaporation lagoon. The sand/oil interceptor, serving only this operation, will be monitored by WMNC ' personnel on a quarterly basis. WMNC will contract with a permitted hauler and manage the material in an approved permitted manner. 4.2.2 Repair Bay Waste Collection System The repair bay waste collection system serves eleven vehicle repair bays,two welding shop bays,and a single Port-O-Let wash bay. All wastes from these areas are collected using three floor trench drains. The wastes are combined and directed through a single sand/oil separator to the evaporation lagoon. The ' sand/oil interceptor,for the repair bay waste collection system,will be monitored by WMNC personnel on a quarterly basis. WMNC will contract with a permitted hauler and manage the material in an approved permitted manner. 4.2.3 Vehicle Wash Bay Waste Collection System ' The wash bay waste collection system serves the single wash bay and wash equipment room on the north side of the Shop and Container Repair Facility. The equipment room is an enclosed room with masonry walls and a concrete floor. This room serves as the equipment and chemical storage room. The mechanical room has access only from the outside of the building along the north wall. The wash bay will be an enclosed bay ' constructed of masonry walls and a concrete floor. The bay is accessible on each end through a roll-up door for drive-through service. This room houses three wash arches. Red Arrow Manufacturing will supply all wash equipment in accordance with the general specification attached in Appendix C. ' Water used to clean the vehicles passing through the wash bay will be directed at the trucks using high pressure nozzles mounted on one of three spray arches. The directive nozzles limit overspray and the loss of water outside the enclosed structure. Water running from the trucks within the wash bay is directed into one of two ' trench drains using sloped concrete floors. Water from the first two spray arches,used for the application of surfactants,is collected in a single trench drain and directed to the truck wash water sand/oil separator located on the east side of the building. This sand/oil separator pre-treats the wash bay waste before discharging to the ' evaporation lagoon. Water from the third spray arch, used for the final rinse of the vehicle, runs off the vehicles and is directed into the second trench drain. The collected rinse water flows from the trench into two wash water recovery sand/oil separators in series on the north side of the building. These units provide treatment for the rinse water for reuse in one of the wash bays. Any excess treated rinse water not reused ' WMNC—Opctations Facility 5 Match 2006 ' overflows to the truck wash water sand/oil separator that discharges to the evaporation lagoon. A flow schematic of the wash system is attached in Appendix D. ' The wastewater exiting the wash system flows to the lined evaporation pond. The water enters the first of three storage bays in the evaporation pond and receives a dose of aeration from a floating aerator. This treatment removes the biological oxygen demand (BOD) from the wastewater and serves as odor control for the pond. Excess water from the first bay overflows into a second bay and then into a third. The total surface area of the pond is designed to evaporate all the light industrial wastes collected from the Shop and Container Repair Facility. The overall flow to the pond is based on 300 gallons per wash cycle with an additional 25 gallons ' added per wash cycle to account for the other light industrial wastes generated about the Shop and Container Repair Facility. The basis of this design is attached in Appendix E. The results fmd that a 1.8 acre pond provides the yearly evaporation required. The pond designed for the site provides a minimum of 1.8 acres of surface area. The lined evaporation pond will also serve to supplement the North Weld Landfill's (NWLF) wash water beneficial re-use program.NWLF is located approximately one half mile south of the site at 40,000 WCR 25, ' Ault, Colorado and the telephone number is (970) 686-2800. The wash water from the pond will be beneficially re-used for dust control within the lined limits of the landfill similar to the approved re-use of wash water removed from the wash pad at NWLF. This re-use is consistent with Waste Management's commitment to implement programs that are environmentally friendly and conducive to reuse/recycling. ' The beneficial reuse of wash water from the pond will support the re-use program and will allow NWLF to continue to conserve public water that is otherwise used for dust control purposes. The Colorado Department of Public Health and Environment (CDPHE) and the Weld County Department of Public Health and Environment(WCDPHE) are supportive of beneficial re-use and have approved management of wash water in this manner. Copies of the CDPHE and WCDPHE approval letters are included in Appendix F Additionally, the re-use of wash water will be managed in accordance with the provisions of the NWLF approved Waste Identification Plan (WIP). The WIP was approved by CDPHE and WCDPHE in ' accordance with Regulations Pertaining to Solid Waste Disposal Sites and Facilities. The WIP incorporates provisions for waste identification that apply to waste generated by our commercial and industrial customers as well as waste produced by Waste Management. Accordingly, pond wash water will be managed in accordance with the NWLF WIP including the waste screening process. The waste screening process requires completion of a Generator Waste Profile Sheet along with sufficient technical information to accurately characterize the waste. The WIP further requires review of the profile and corresponding technical information by Waste Management technical staff that results in conditions of approval for ' managing the pond wash water at NWLF. ' 4.3 Solid Waste Disposal System The solid waste disposal system temporarily stores solid wastes such as site generated municipal solid waste from the administration and maintenance buildings,vehicle maintenance wastes and container repair wastes ' Solid wastes will be stored in roll-off containers or dumpsters located near the Administration and Maintenance Facility. Solid waste containers will be monitored and emptied by WMNC staff as part of their normal operating routes. Solid wastes generated at the facility will be disposed of at the adjacent North ' Weld Landfill as outlined in the following table. Suggest that tables be prepared for both 4.3 and 4.4 that can be stand alone to alleviate the need to amend and resubmit the plan with any change in management facility or vendor. ' 4.4 Recycling Systems Waste Management is committed to implement programs that are environmentally friendly and conducive ' to reuse and recycling. Site generated materials,which will be reused or recycled are described in the following table. These materials will be collected and stored in appropriate containers until they are reused or transported off-site for recycling. 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I 1 ('' \ i il ' iii ill ii lit iti 1 If hh 1 gil gilii; i V t \\7" x � f z- —L \ / I ali r 2, " g i II / .„__ t / h ICI\x/D b [ / F b HL 1 id I ! gfl h V'/ �� A'c Ise 4i\V r 9 �� I I v/ a tpy„_}.) Red Arrow MANUFACTURING MAR/03 ' GENERAL SPECIFICATIONS MODEL ARROWCLEAN #3A-4510-SD ' TWO-STEP ' FULLY AUTOMATED TOUCHLESS ' THIS ARROWCLEAN DRIVE THROUGH VEHICLE WASH SYSTEM CONSISTS OF TWO HIGH PRESSURE CHEMICAL SPRAY ARCHES AND A HIGH PRESSURE / HIGH VOLUME RINSE ARCH, SEPARATE HIGH PRESSURE PUMP MODULES FOR EACH ARCH, A CHEMICAL PUMPING MODULE, MASTER CONTROL PANEL, ' AND APPROPRIATE CONTROLS AND SENSORS. OPERATOR CONTROL OF THE SYSTEM IS BY A START/STOP BUTTON AT THE ENTRANCE TO THE BAY. A CARD READER OR PIN#KEYPAD CAN BE EASILY INTERFACED WITH THE WASH SYSTEM. THE TRAFFIC LIGHT AT THE ENTRANCE TO THE WASH BAY SIGNALS THE OPERATION MODE OF THE WASH SYSTEM. ' EACH ARCH IS ACTIVATED INDEPENDENTLY BY AN 'IN FLOOR'TRAFFIC LOOP SENSOR AND OPERATED BY THE MASTER CONTROL PANEL. THERE ARE NO EXPOSED SWITCHING DEVICES IN THE BAY. ' NUMBER I ARCH DISPENSES A PRE-SOAK DETERGENT SOLUTION. NUMBER 2 ARCH DISPENSES AN ALKALINE DETERGENT SOLUTION. NUMBER 3 ARCH IS THE RINSE ARCH THE REACTION BETWEEN THE TWO CHEMICALS APPLIED TO THE VEHICLE'S SURFACE BY THE FIRST TWO ARCHES, LOOSENS THE ROAD FILM AND GRIME SO THE RINSE ARCH CAN RINSE IT AWAY LEAVING THE PAINT WITH A LASTING SHINE. tTHE ARCHES SHOULD BE SPACED APPROXIMATELY 25' APART FOR MAXIMUM CHEMICAL PERFORMANCE AND WASH EFFICIENCY. ' ALL THREE ARCHES INCORPORATE A UNIQUE FEATURE THAT DRAMATICALLY INCREASES THE PERFORMANCE OF THE WASH:. ' • ON APPROACH TO THE ARCH, THE POSITION OF THE WASH MANIFOLDS IS PARKED IN A FORWARD POSITION FOR FULL WASH AND RINSE COVERAGE ON THE FRONT OF THE VEHICLE. ' • AS THE VEHICLE PASSES THROUGH THE ARCH, THE WASH MANIFOLDS ARE POSITIONED PARALLEL TO THE VEHICLE, SCRUBBING ALONG THE SIDES OF THE VEHICLE. • WHEN THE VEHICLE LEAVES THE ARCH,THE WASH MANIFOLDS ARE POSITIONED TOWARD ' THE REAR OF THE VEHICLE FOR FULL WASH AND RINSE COVERAGE ON THE REAR OF THE VEHICLE. THESE SIMPLE MECHANICAL FUNCTIONS DRAMATICALLY INCREASE THE WASH EFFICIENCY ON THE FRONTS AND BACKS OF VEHICLES. I A MASTER CONTROL TIMER IS INCORPORATED TO SHUT DOWN THE SYSTEM IN THE EVENT A VEHICLE STALLS IN THE BAY OR A CONTROL MALFUNCTIONS. ALSO, LOW LEVEL SENSING DEVICES WILL SHUT ' DOWN THE ENTIRE SYSTEM SHOULD A WATER SUPPLY SHORTAGE OCCUR. AS AN ADDED SAFETY PRECAUTION, AN EMERGENCY STOP BUTTON IS EXTERNALLY MOUNTED ON THE FACE OF THE ELECTRICAL CONTROL BOX IN THE EQUIPMENT ROOM AND OUTSIDE AT THE ENTRANCE OF THE WASH BAY. THE SYSTEM IS DESIGNED TO WASH ANY AND ALL VEHICLES UP TO 8'6"WIDE AND ANY LENGTH. 1 CHEMICAL ARCHES AND PUMPING STATIONS: ' HIGH PRESSURE CHEMICAL SPRAY ARCHES NUMBER 1 AND NUMBER 2 ARE STRUCTURALLY AND MECHANICALLY IDENTICAL. EACH CONSISTS OF A WELDED STRUCTURAL FRAME FABRICATED FROM 2"X 2" X 11 GAUGE SQUARE STEEL TUBING. ALL ARCH STRUCTURES ARE COATED WITH AN INDUSTRIAL GRADE RUST AND CHEMICAL RESISTANT EPDXY FINISH. OVERALL DIMENSIONS OF THESE ARCHES ARE: HEIGHT: 14' 10" ' SPAN: 13' WIDTH: 4' ' PLUMBING IN THE CHEMICAL SPRAY ARCHES IS 304 STAINLESS STEEL PIPE AND HIGH PRESSURE HOSE. PLUMBING REQUIREMENTS BETWEEN THE ARCHES AND THE PUMPS MUST BE 304 STAINLESS STEEL PIPE AND/OR HIGH PRESSURE HOSE, WHICH IS SIZED TO MINIMIZE PRESSURE DROP. CHEMICAL SPRAY ARCHES ARE FITTED WITH EIGHT (8) NOZZLE MANIFOLDS SPINNING AT 90 RPM. FOUR (4) MANIFOLDS PER SIDE. ' EACH MANIFOLD HAS THREE 15° N0771 ES AND PRODUCES A 42" WIDE ROTATING PATH FOR INTENSIFIED CLEANING OF HARD TO REACH SURFACES. THESE SIDE SPRAY MANIFOLDS ALSO PIVOT DIRECTIONALLY FOR MAXIMUM CLEANING PERFORMANCE ON THE FRONT AND BACK OF THE VEHICLE AS IT MOVES ' THROUGH THE BAY. THE SPINNERS ARE DRIVEN BY WASHDOWN DUTY MOTORS AND DRIVES. EACH HIGH PRESSURE CHEMICAL PUMP IS A POSITIVE DISPLACEMENT, TRIPLEX CERAMIC PLUNGER DESIGN,PUMPING 45 GPM AT 1000 PSI AND IS BELT DRIVEN BY A 30 HP ELECTRIC MOTOR. ' THE CHEMICALS ARE PROPORTIONED BY HIGHLY ACCURATE METERING PUMPS, WHICH INJECT CONCENTRATED PRODUCTS DIRECTLY INTO THE WASH PUMPS. THE CHEMICAL METERING PUMPS ARE ' HOUSED IN A SINGLE ENCLOSURE WITH HINGED DOOR AND LOCKING LATCH. THE WATER SUPPLY TO THE HIGH PRESSURE CHEMICAL PUMPS IS MAINTAINED IN A 500 GALLON VERTICAL HIGH DENSITY POLYETHYLENE PLASTIC TANK. WATER IS CIRCULATED FROM THIS TANK, ' THROUGH THE INSTANTANEOUS HOT WATER HEATER AND BACK, TO MAINTAIN A CONSTANT SUPPLY OF 120 DEGREE P WASH WATER ' ADDITIONALLY, PULSATION DAMPENERS, GLYCERIN FILLED GAUGES AND OVER PRESSURE PROTECTION VALVES ARE INCLUDED WITH EACH PUMPING MODULE. A UNIQUE NEUTRALIZER AND PURGE CYCLE IS PROGRAMMED IN THE SYSTEM TO PRECLUDE THE POSSIBILITY OF SYSTEM CORROSION BETWEEN WASHING CYCLES. PUMPS AND MOTORS ARE MOUNTED ON HEAVY DUTY BASE PLATES WITH BUILT IN BELT TENSIONING. WHEEL WASH SPINNERS ' TO FACILITATE GREATER CLEANING POWER FOR THE WHEELS, AND FUEL TANKS, ADDITIONAL DEDICATED WASH SPINNERS ARE INCORPORATED, ONE ON EACH SIDE, AT THE#1 AND#2 SPRAY ARCHES. ' AS AN OPTION, AN ADDITIONAL HIGH PRESSURE PUMP MODULE 20 GPM @ 1200 PSI CAN ALSO BE INCORPORATED AND COMBINED WITH AN UNDER-WASH MANIFOLD FOR EVEN GREATER CONCENTRATED CLEANING POWER ON WHEELS AND THE UNDERCARRIAGE OF THE VEHICLES 2 RINSE ARCH AND PUMPING STATION: THE RINSE ARCH, WHICH IS STRUCTURALLY AND MECHANICALLY SIMILAR TO THE CHEMICAL ARCHES, PRODUCES A HIGH VOLUME/HIGH PRESSURE RINSE AND, IN ADDITION, UNDERCARRIAGE AND TOP RINSE SYSTEMS ARE PROVIDED.THE RINSE ARCH IS FABRICATED FROM 2"X 2"X I I GAUGE STEEL TUBING. ' OVERALL DIMENSIONS ARE: HEIGHT; 14' 10" SPAN: 12' 6" WIDTH: 2' ' SPRAY HEADS IN THIS ARCH INCLUDE- FIVE (5) OVERHEAD, FIVE (5) UNDERCARRIAGE, AND TEN (10) ON EACH SIDE. THE OVERHEAD AND UNDERCARRIAGE SPRAY HEADS ARE MOUNTED ON A SINGLE MANIFOLD. THE OVERHEAD MANIFOLD IS 1 1/2" PIPE AND IS MOUNTED TO THE STRUCTURAL FRAME OF THE ARCH. THE UNDERCARRIAGE MANIFOLD (I" STAINLESS PIPE) IS FASTENED TO MOUNTING BLOCKS, BELOW FLOOR LEVEL, AND INCORPORATED INTO THE TRENCH DRAIN FOR THE BAY. THE SIDE SPRAY MANIFOLDS OSCILLATE THROUGH APPROXIMATELY 110 DEGREES AND ARE CONSTRUCTED OF 1 1/2" STAINLESS STEEL PIPE, MOUNTED WITH UHMW PLASTIC PILLOW BLOCKS, AND OPERATED BY A WASHDOWN DUTY MOTOR AND DRIVE. PLUMBING REQUIRED FROM THE RINSE PUMP STATION OUT TO THE ARCH IS 2"STAINLESS STEEL PIPE OR HIGH PRESSURE HOSE. THE RINSE PUMPS ARE MULTI-STAGE CENTRIFUGAL TYPE, CLOSE COUPLED TO 30 HP ELECTRIC MOTORS, DELIVERING A TOTAL OF 250 GPM AT 250 PSI. THE PUMPS FEED FROM AN 850-GALLON RESERVE STORAGE ' TANK, FURNISHED WITH HIGH AND LOW WATER CUT-OFF. RINSE PUMPS ARE PRE-PLUMBED TOGETHER FOR A SINGLE OUTPUT CONNECTION. ADEQUATELY SIZED STARTERS, WITH OVERLOAD PROTECTION, ARE FURNISHED FOR ALL ELECTRIC MOTORS. ELECTRICAL CONTROLS (CIRCUIT BREAKERS, STARTERS, SWITCHES, RELAYS, TIMERS, ETC.) ' ARE HOUSED IN A SINGLE NEMA 12 TYPE ELECTRICAL ENCLOSURE. A 'NUMBER OF WASHES' COUNTER AND SYSTEM HOUR METER ARE MOUNTED IN THE CONTROL PANEL A SOLID STATE PROGRAMMABLE CONTROLLER CONTROLS THE COMPLETE WASH CYCLE. THE SYSTEM PROGRAMS CAN BE EASILY CHANGED FOR DIFFERENT FLEET WASHING NEEDS, OR TO ACCOMMODATE DIFFERENT WASH OPTIONS. ' ELECTRICAL COMPONENTS, WIRING AND CONNECTIONS COMPLY WITH ALL NATIONAL AND LOCAL CODES. TIRE GUIDE RAILS: TIRE GUIDE RAILS FURNISHED ARE 60' LONG, ONE FOR EACH SIDE OF THE VEHICLE PATH, AND ARE INTERLOCKING FOR MAXIMUM STRENGTH. THE RAILS ARE 3" STEEL PIPE MOUNTED ON 5" FABRICATED ' SUPPORTS PAINTED SAFETY YELLOW FOR VISIBILITY. TRAFFIC F s i, I AN ILLUMINATED TRAFFIC CONTROL LIGHT IS MOUNTED AT THE ENTRANCE TO THE WASH TO INDICATE THE SYSTEM STATUS. STOP, ENTER,AND WAIT-SYSTEM REFILLING-ARE INDICATIONS SHOWN. IAN OPTIONAL 'PACE LIGHT' SYSTEM IS AVAILABLE TO ASSIST THE OPERATOR IN MOVING THE VEHICLE THROUGH THE BAY AT THE CORRECT SPEED FOR MAXIMUM WASH PERFORMANCE. 1 . 3 1 1 INSTALLATION REQUIREMENTS I BAY: THE WASHING BAY MUST BE 16' BY 60' AS AN ABSOLUTE MINIMUM. A LONGER AND WIDER BAY WILL ' ALLOW ADDITIONAL ROOM FOR HAND DETAILING OR SPECIAL WASH PROCEDURES IN THE BAY.. THIS SYSTEM IS 14' 10"IN HEIGHT AND REQUIRES A 15'0"CLEARANCE BENEATH ROLL UP DOORS. A PRINT INDICATING RECOMMENDED UTILITY CONNECTIONS FOR THE WASH BAY COULD BE PROVIDED. ALL PERTINENT LOCAL CODES AND ORDINANCES, INCLUDING WATER CONSUMPTION AND WASTE WATER REGULATIONS, SHOULD BE REVIEWED BEFORE INSTALLATION OF THE SYSTEM. ADEQUATE LIGHTING SHOULD BE ALLOWED IN THE BAY AND THE USE OF DOOR WINDOWS AND SKYLIGHTS SHOULD BE ' CONSIDERED. A BRUSHED NONSKID CONCRETE FLOOR IS SUGGESTED, ESPECIALLY IN COLDER CLIMATES. EQUIPMENT ROOM: A 16' BY 30' SPACE IS DESIRED TO ALLOW AMPLE ROOM FOR PLACEMENT, SERVICE, AND MAINTENANCE OF WASH EQUIPMENT COMPONENTS, AND CHEMICAL STORAGE TANKS. A FLOOR DRAIN IS REQUIRED AND ADEQUATE LIGHTING SHOULD BE PROVIDED FOR MAINTENANCE PURPOSES. A DOORWAY, 6' X 7' MINIMUM,IS REQUIRED TO BRING EQUIPMENT INTO THE ROOM. I POWER: - A 200 AMP,440 VOLT, 3 PHASE, SERVICE AND A 120 VOLT, SINGLE PHASE, 20 AMP SERVICE ARE REQUIRED TO THE SYSTEM MASTER CONTROL PANEL. 120 VAC UTILITY OUTLETS IN THE EQUIPMENT ROOM ARE ALSO NECESSARY FOR MAINTENANCE AND SERVICE NEEDS. WATER SUPPLY: A 2"ID WATER SERVICE AT 50 PSI NOMINAL IS REQUIRED. DRAINAGE CAPACITY OF 100 GPM IS REQUIRED IF THE ARROWCLEANSYSTEM IS OPERATING AT ITS MAXIMUM RATE. t WATER SOFTENER: 300,000 GRAIN METERED WATER SOFTENER COMPLETE WITH BRINE TANK. ■•*SOFT WATER IS ' RECOMMENDED FOR MAXIMUM CLEANING PERFORMANCE AND CHEMICAL EFFICIENCY. ' NATURAL GAS FIRED HOT WATER RECIRCULATING SYSTEM: 985,000 BTUH INPUT INSTANTANEOUS NATURAL GAS FIRED WATER HEATER CAPABLE OF MAINTAINING 120°WATER CONTINUOUSLY FOR NON-STOP VEHICLE CLEANING AT THE RATE OF 10 VEHICLES PER HOUR. 4 i 1 SITE REQUIREMENTS BELOW ARE THE ON-SITE REQUIREMENTS TO BE COMPLETED PRIOR TO INSTALLATION. SHOULD ANY OF THESE REQUIREMENTS NOT BE COMPLETED, IT MAY REQUIRE THE EXTENSION OF SITE TIME AND ' INSTALLATION CHARGES BEYOND THAT ORIGINALLY ANTICIPATED. • STRUCTURALLY COMPLETE BUILDING WITH WORKING DOORS, A ROOF, ETC. IS REQUIRED. THE BUILDING MUST BE ACCESSIBLE WITH PROPER SECURITY FOR OVERNIGHT STORAGE OF TOOLS AND EQUIPMENT. • A GRADED OR PAVED DRIVE MUST BE AVAILABLE FOR THE ENTRANCE OF THE SERVICE TRUCK AND DELIVERY TRUCKS. • THE BUILDING MUST HAVE LIGHTING SUITABLE FOR WORK, HEAT, AND A MINIMUM OF TWO 15 AMP UTILITY POWER OUTLETS. • THE BAY AND EQUIPMENT ROOM MUST BE BROOM CLEAN AND CLEAR OF ALL DEBRIS, FORMS, ETC. WHICH MIGHT INTERFERE WITH EQUIPMENT INSTALLATION. • A FORKLIFT WITH 16' LIFT CAPABILITY FOR ERECTION OF ARCHES. ' • INTERFERENCE WITH OTHER CONSTRUCTION TRADES ON THE SITE SHOULD BE MINIMIZED. • ALL ELECTRICAL AND PLUMBING STUB-UPS MUST BE IN PLACE PRIOR TO INSTALLATION OF EQUIPMENT IN THE EQUIPMENT ROOM. • AFTER INITIAL INSTALLATION OF WASH SYSTEM COMPONENTS A MEETING SHOULD BE SCHEDULED WITH CONTRACTORS TO DISCUSS REMAINING INSTALLATION REQUIREMENTS. ' SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE. MAR/2003 RED ARROW MANUFACTURING 4920 NOME STREET DENVER COLORADO 80239 WATTS 1-800-783-0908 OFFICE (303) 375-0908 FAX (303) 375-0909 W W W.REDARROWMFG.COM sales@redarrowmfg.com I 5 es,A Red Arrow MANUFACTURING ' DESCRIPTION OF OPTIONS FOR THE ARROWCLEAN MODEL#3A-4510-SD NORTHERN COLORADO SHOP ' UNDERCARRIAGE/WHEEL WASH OPTION: 20 GPM @ 1200 PSI FOR INSTENSIFIED CLEANING OF WHEELS AND FUEL TANKS,AND ALSO ROCKER PANELS ON SMALLER CARS AND PICK-UPS AS THEY MOVE THROUGH THE BAY. INCLUDES ADDITIONAL HIGH PRESSURE PUMPING MODULE,CHEMICAL METERING PUMP,ADDITIONAL CONTROLS,AND PROGRAMMING. WATER HEATER PACKAGE NATURAL GAS FIRED,985,000 BTUH INSTANTANEOUS COPPER-FIN WATER HEATER FOR WASHING AT THE RATE OF 10-12 VEHICLES PER HOUR. WATER SOFTENER 300,000 GRAIN METERED WATER SOFTENER. 2"FLOW VALVE ' 36".X 50"BRINE TANK MAXIMUM FLOW RATE OF 94 GPM.THE SOFTENER IS SIZED FOR AN AVERAGE WASH FREQUENCY OF 60 VEHICLES PER DAY AT 10 GRAINS OF HARDNESS. ' HAND HELD DETAIL PUMP MODULE FOR THE AUTOMATED WASH BAY: RED ARROW MODEL#CMU-2005-E4-TGOS • 5 GPM @ 2000 PSI. • 480 VOLT,7.5 HP 3 PHASE MOTOR • BELT DRIVEN GENERAL PUMP OPERATING @ 950 RPM(RATED @ 1450 RPM) • REMOTE 24-VOLT WATERTIGHT SWITCH BOX FOR THE WASH BAY. • TRIGGER GUN ACTIVATED AUTO START/STOP. ' • (2) 40', 4500 PSI HIGH PRESSURE WASH HOSES WITH TRIGGER GUN AND 5' STAINLESS STEEL WASH WAND. ONE @ BAY ENTRANCE AND ONE @ BAY EXIT. ' • PUMP MODULE BUILT ON A POWDER COATED MODULAR STAND FOR EASE OF MAINTENANCE AND SERVICE. • MACHINE PLUMBED TO THE 500 GALLON 120•F HOT WATER SUPPLY TANK FOR THE AUTOMATED WASH ARCH PUMPS. • WFS-72 WATER RECLAIM SYSTEM 24 GPM PROCESS RATE, 850 GAL. RESERVE STORAGE TANK. THE WFS SYSTEM WILL CLEAN UP THE WASTE STREAM FROM TRUCK WASHING AND BALANCE THE PH TO SEND TO THE CONTAINMENT POND 1 ' 1761 East 64th Avenue,Denver,CO 80229 303-375-0908 - 800-783-0908 - 303 375-0909 Fax www.redarrowmfg.com ' Red Arrow MANUFACTURING MAR/03 ' GENERAL SPECIFICATIONS MODEL ARROWCLEAN #3A-4510-SD ' TWO-STEP ' FULLY AUTOMATED TOUCHLESS ' THIS ARROWCLEAN DRIVE THROUGH VEHICLE WASH SYSTEM CONSISTS OF TWO HIGH PRESSURE CHEMICAL SPRAY ARCHES AND A HIGH PRESSURE / HIGH VOLUME RINSE ARCH, SEPARATE HIGH PRESSURE PUMP MODULES FOR EACH ARCH, A CHEMICAL PUMPING MODULE, MASTER CONTROL PANEL, ' AND APPROPRIATE CONTROLS AND SENSORS. OPERATOR CONTROL OF THE SYSTEM IS BY A START / STOP BUTTON AT THE ENTRANCE TO THE BAY. A CARD READER OR PIN#KEYPAD CAN BE EASILY INTERFACED WITH THE WASH SYSTEM. THE TRAFFIC LIGHT AT THE ENTRANCE TO THE WASH BAY SIGNALS THE OPERATION MODE OF THE WASH SYSTEM. EACH ARCH IS ACTIVATED INDEPENDENTLY BY AN'IN FLOOR'TRAFFIC LOOP SENSOR AND OPERATED BY THE MASTER CONTROL PANEL. THERE ARE NO EXPOSED SWITCHING DEVICES IN THE BAY. ' NUMBER 1 ARCH DISPENSES A PRE-SOAK DETERGENT SOLUTION. NUMBER 2 ARCH DISPENSES AN ALKALINE DETERGENT SOLUTION. NUMBER 3 ARCH IS THE RINSE ARCH THE REACTION BETWEEN THE TWO CHEMICALS APPLIED TO THE VEHICLE'S SURFACE BY THE FIRST TWO ARCHES, LOOSENS THE ROAD FILM AND GRIME SO THE RINSE ARCH CAN RINSE IT AWAY LEAVING THE PAINT WITH A LASTING SHINE. THE ARCHES SHOULD BE SPACED APPROXIMATELY 25' APART FOR MAXIMUM CHEMICAL PERFORMANCE AND WASH EFFICIENCY. ALL THREE ARCHES INCORPORATE A UNIQUE FEATURE THAT DRAMATICALLY INCREASES THE PERFORMANCE OF THE WASH: • ON APPROACH TO THE ARCH, THE POSITION OF THE WASH MANIFOLDS IS PARKED IN A FORWARD POSITION FOR FULL WASH AND RINSE COVERAGE ON THE FRONT OF THE VEHICLE. • AS THE VEHICLE PASSES THROUGH THE ARCH, THE WASH MANIFOLDS ARE POSITIONED PARALLEL TO THE VEHICLE,SCRUBBING ALONG THE SIDES OF THE VEHICLE. • WHEN THE VEHICLE LEAVES THE ARCH,THE WASH MANIFOLDS ARE POSITIONED TOWARD ' THE REAR OF THE VEHICLE FOR FULL WASH AND RINSE COVERAGE ON THE REAR OF THE VEHICLE. THESE SIMPLE MECHANICAL FUNCTIONS DRAMATICALLY INCREASE THE WASH EFFICIENCY ON THE FRONTS AND BACKS OF VEHICLES. 1 I ' A MASTER CONTROL TIMER IS INCORPORATED TO SHUT DOWN THE SYSTEM IN THE EVENT A VEHICLE STALLS IN THE BAY OR A CONTROL MALFUNCTIONS. ALSO, LOW LEVEL SENSING DEVICES WILL SHUT DOWN THE ENTIRE SYSTEM SHOULD A WATER SUPPLY SHORTAGE OCCUR. AS AN ADDED SAFETY PRECAUTION, AN EMERGENCY STOP BUTTON IS EXTERNALLY MOUNTED ON THE FACE OF THE ELECTRICAL CONTROL BOX IN THE EQUIPMENT ROOM AND OUTSIDE AT THE ENTRANCE OF ' THE WASH BAY. THE SYSTEM IS DESIGNED TO WASH ANY AND ALL VEHICLES UP TO 8'6"WIDE AND ANY LENGTH. ' CHEMICAL ARCHES AND PUMPING STATIONS: ' HIGH PRESSURE CHEMICAL SPRAY ARCHES NUMBER 1 AND NUMBER 2 ARE STRUCTURALLY AND MECHANICALLY IDENTICAL. EACH CONSISTS OF A WELDED STRUCTURAL FRAME FABRICATED FROM 2"X 2" X 11 GAUGE SQUARE STEEL TUBING. ALL ARCH STRUCTURES ARE COATED WITH AN INDUSTRIAL GRADE RUST AND CHEMICAL RESISTANT EPDXY FINISH. tOVERALL DIMENSIONS OF THESE ARCHES ARE: HEIGHT: 14' 10" ' SPAN: 13' WIDTH: 4' PLUMBING IN THE CHEMICAL SPRAY ARCHES IS 304 STAINLESS STEEL PIPE AND HIGH PRESSURE HOSE. t PLUMBING REQUIREMENTS BETWEEN THE ARCHES AND THE PUMPS MUST BE 304 STAINLESS STEEL PIPE AND/OR HIGH PRESSURE HOSE,WHICH IS SIZED TO MINIMIZE PRESSURE DROP. CHEMICAL SPRAY ARCHES ARE FITTED WITH EIGHT (8) NOZZLE MANIFOLDS SPINNING AT 90 RPM. FOUR (4) MANIFOLDS PER SIDE. ' EACH MANIFOLD HAS THREE 15°NOZZLES AND PRODUCES A 42" WIDE ROTATING PATH FOR INTENSIFIED CLEANING OF HARD TO REACH SURFACES. THESE SIDE SPRAY MANIFOLDS ALSO PIVOT DIRECTIONALLY FOR MAXIMUM CLEANING PERFORMANCE ON THE FRONT AND BACK OF THE VEHICLE AS IT MOVES ' THROUGH THE BAY. THE SPINNERS ARE DRIVEN BY WASHDOWN DUTY MOTORS AND DRIVES. EACH HIGH PRESSURE CHEMICAL PUMP IS A POSITIVE DISPLACEMENT, TRIPLEX CERAMIC PLUNGER DESIGN,PUMPING 45 GPM AT 1000 PSI AND IS BELT DRIVEN BY A 30 HP ELECTRIC MOTOR. THE CHEMICALS ARE PROPORTIONED BY HIGHLY ACCURATE METERING PUMPS, WHICH INJECT CONCENTRATED PRODUCTS DIRECTLY INTO THE WASH PUMPS. THE CHEMICAL METERING PUMPS ARE ' HOUSED IN A SINGLE ENCLOSURE WITH HINGED DOOR AND LOCKING LATCH. THE WATER SUPPLY TO THE HIGH PRESSURE CHEMICAL PUMPS IS MAINTAINED IN A 500 GALLON VERTICAL HIGH DENSITY POLYETHYLENE PLASTIC TANK. WATER IS CIRCULATED FROM THIS TANK, THROUGH THE INSTANTANEOUS HOT WATER HEATER AND BACK, TO MAINTAIN A CONSTANT SUPPLY OF 120 DEGREE Ft WASH WATER ' ADDITIONALLY, PULSATION DAMPENERS, GLYCERIN FILLED GAUGES AND OVER PRESSURE PROTECTION VALVES ARE INCLUDED WITH EACH PUMPING MODULE. A UNIQUE NEUTRALIZER AND PURGE CYCLE IS PROGRAMMED IN THE SYSTEM TO PRECLUDE THE POSSIBILITY OF SYSTEM CORROSION BETWEEN WASHING CYCLES. ' PUMPS AND MOTORS ARE MOUNTED ON HEAVY DUTY BASE PLATES WITH BUILT IN BELT TENSIONING. WHEEL WASH SPINNERS ' TO FACILITATE GREATER CLEANING POWER FOR THE WHEELS, AND FUEL TANKS, ADDITIONAL DEDICATED WASH SPINNERS ARE INCORPORATED,ONE ON EACH SIDE,AT THE#1 AND#2 SPRAY ARCHES. ' AS AN OPTION, AN ADDITIONAL HIGH PRESSURE PUMP MODULE 20 GPM @ 1200 PSI CAN ALSO BE INCORPORATED AND COMBINED WITH AN UNDER-WASH MANIFOLD FOR EVEN GREATER CONCENTRATED CLEANING POWER ON WHEELS AND THE UNDERCARRIAGE OF THE VEHICLES 2 t RINSE ARCH AND PUMPING STATION: ' THE RINSE ARCH, WHICH IS STRUCTURALLY AND MECHANICALLY SIMILAR TO THE CHEMICAL ARCHES, PRODUCES A HIGH VOLUME/HIGH PRESSURE RINSE AND, IN ADDITION,UNDERCARRIAGE AND TOP RINSE SYSTEMS ARE PROVIDED.THE RINSE ARCH IS FABRICATED FROM 2"X 2"X 11 GAUGE STEEL TUBING. ' OVERALL DIMENSIONS ARE: HEIGHT; 14' 10" SPAN: 12' 6" ' WIDTH: 2' SPRAY HEADS IN THIS ARCH INCLUDE- FIVE (5) OVERHEAD, FIVE (5) UNDERCARRIAGE, AND TEN (10) ON ' EACH SIDE. THE OVERHEAD AND UNDERCARRIAGE SPRAY HEADS ARE MOUNTED ON A SINGLE MANIFOLD. THE OVERHEAD MANIFOLD IS 1 1/2" PIPE AND IS MOUNTED TO THE STRUCTURAL FRAME OF THE ARCH. THE UNDERCARRIAGE MANIFOLD (1" STAINLESS PIPE) IS FASTENED TO MOUNTING BLOCKS, BELOW FLOOR LEVEL, AND INCORPORATED INTO THE TRENCH DRAIN FOR THE BAY. THE SIDE SPRAY ' MANIFOLDS OSCILLATE THROUGH APPROXIMATELY 110 DEGREES AND ARE CONSTRUCTED OF 1 1/2" STAINLESS STEEL PIPE, MOUNTED WITH UHMW PLASTIC PILLOW BLOCKS, AND OPERATED BY A WASHDOWN DUTY MOTOR AND DRIVE. ' PLUMBING REQUIRED FROM THE RINSE PUMP STATION OUT TO THE ARCH IS 2"STAINLESS STEEL PIPE OR HIGH PRESSURE HOSE. THE RINSE PUMPS ARE MULTI-STAGE CENTRIFUGAL TYPE, CLOSE COUPLED TO 30 HP ELECTRIC MOTORS, DELIVERING A TOTAL OF 250 GPM AT 250 PSI. THE PUMPS FEED FROM AN 850-GALLON RESERVE STORAGE TANK, FURNISHED WITH HIGH AND LOW WATER CUT-OFF. RINSE PUMPS ARE PRE-PLUMBED TOGETHER ' FOR A SINGLE OUTPUT CONNECTION. UL* LISTED MASTER CONTROL PANEL: ' ADEQUATELY SIZED STARTERS, WITH OVERLOAD PROTECTION, ARE FURNISHED FOR ALL ELECTRIC MOTORS. ELECTRICAL CONTROLS (CIRCUIT BREAKERS, STARTERS, SWITCHES, RELAYS, TIMERS, ETC.) ' ARE HOUSED IN A SINGLE NEMA 12 TYPE ELECTRICAL ENCLOSURE. A `NUMBER OF WASHES' COUNTER AND SYSTEM HOUR METER ARE MOUNTED IN THE CONTROL PANEL A SOLID STATE PROGRAMMABLE CONTROLLER CONTROLS THE COMPLETE WASH CYCLE. THE SYSTEM ' PROGRAMS CAN BE EASILY CHANGED FOR DIFFERENT FLEET WASHING NEEDS, OR TO ACCOMMODATE DIFFERENT WASH OPTIONS. ' ELECTRICAL COMPONENTS, WIRING AND CONNECTIONS COMPLY WITH ALL NATIONAL AND LOCAL CODES. TIRE GUIDE RAILS: ' TIRE GUIDE RAILS FURNISHED ARE 60' LONG, ONE FOR EACH SIDE OF THE VEHICLE PATH, AND ARE INTERLOCKING FOR MAXIMUM STRENGTH. THE RAILS ARE 3" STEEL PIPE MOUNTED ON 5"FABRICATED ' SUPPORTS PAINTED SAFETY YELLOW FOR VISIBILITY. TRAFFIC CONTROL SYSTEM: ' AN ILLUMINATED TRAFFIC CONTROL LIGHT IS MOUNTED AT THE ENTRANCE TO THE WASH TO INDICATE THE SYSTEM STATUS. STOP,ENTER,AND WAIT-SYSTEM REFILLING-ARE INDICATIONS SHOWN. ' AN OPTIONAL 'PACE LIGHT' SYSTEM IS AVAILABLE TO ASSIST THE OPERATOR IN MOVING THE VEHICLE THROUGH THE BAY AT THE CORRECT SPEED FOR MAXIMUM WASH PERFORMANCE. 1 3 1 ' INSTALLATION REQUIREMENTS BAY: THE WASHING BAY MUST BE 16' BY 60' AS AN ABSOLUTE MINIMUM. A LONGER AND WIDER BAY WILL ' ALLOW ADDITIONAL ROOM FOR HAND DETAILING OR SPECIAL WASH PROCEDURES IN THE BAY.. THIS SYSTEM IS 14' 10"IN HEIGHT AND REQUIRES A 15' 0"CLEARANCE BENEATH ROLL UP DOORS. A PRINT INDICATING RECOMMENDED UTILITY CONNECTIONS FOR THE WASH BAY COULD BE PROVIDED. ' ALL PERTINENT LOCAL CODES AND ORDINANCES,INCLUDING WATER CONSUMPTION AND WASTE WATER REGULATIONS, SHOULD BE REVIEWED BEFORE INSTALLATION OF THE SYSTEM. ADEQUATE LIGHTING SHOULD BE ALLOWED IN THE BAY AND THE USE OF DOOR WINDOWS AND SKYLIGHTS SHOULD BE ' CONSIDERED. A BRUSHED NONSKID CONCRETE FLOOR IS SUGGESTED, ESPECIALLY IN COLDER CLIMATES. ' EQUIPMENT ROOM: A 16' BY 30' SPACE IS DESIRED TO ALLOW AMPLE ROOM FOR PLACEMENT, SERVICE, AND MAINTENANCE OF WASH EQUIPMENT COMPONENTS, AND CHEMICAL STORAGE TANKS. A FLOOR DRAIN IS REQUIRED AND ADEQUATE LIGHTING SHOULD BE PROVIDED FOR MAINTENANCE PURPOSES. A DOORWAY, 6' X 7' MINIMUM,IS REQUIRED TO BRING EQUIPMENT INTO THE ROOM. ' POWER: A 200 AMP,440 VOLT, 3 PHASE, SERVICE AND A 120 VOLT, SINGLE PHASE, 20 AMP SERVICE ARE REQUIRED ' TO THE SYSTEM MASTER CONTROL PANEL. 120 VAC UTILITY OUTLETS IN THE EQUIPMENT ROOM ARE ALSO NECESSARY FOR MAINTENANCE AND SERVICE NEEDS. ' WATER SUPPLY: A 2"ID WATER SERVICE AT 50 PSI NOMINAL IS REQUIRED. DRAINAGE CAPACITY OF 100 GPM IS REQUIRED IF THE ARROWCLEAN SYSTEM IS OPERATING AT ITS MAXIMUM RATE. ' WATER SOFTENER: 300,000 GRAIN METERED WATER SOFTENER COMPLETE WITH BRINE TANK. ***SOFT WATER IS ' RECOMMENDED FOR MAXIMUM CLEANING PERFORMANCE AND CHEMICAL EFFICIENCY. NATURAL GAS FIRED HOT WATER RECIRCULATING SYSTEM: ' 985,000 BTUH INPUT INSTANTANEOUS NATURAL GAS FIRED WATER HEATER CAPABLE OF MAINTAINING 120°WATER CONTINUOUSLY FOR NON-STOP VEHICLE CLEANING AT THE RATE OF 10 VEHICLES PER HOUR. ' 4 1 SITE REQUIREMENTS BELOW ARE THE ON-SITE REQUIREMENTS TO BE COMPLETED PRIOR TO INSTALLATION. SHOULD ANY OF THESE REQUIREMENTS NOT BE COMPLETED, IT MAY REQUIRE THE EXTENSION OF SITE TIME AND ' INSTALLATION CHARGES BEYOND THAT ORIGINALLY ANTICIPATED. • STRUCTURALLY COMPLETE BUILDING WITH WORKING DOORS, A ROOF, ETC. IS REQUIRED. THE BUILDING MUST BE ACCESSIBLE WITH PROPER SECURITY FOR OVERNIGHT STORAGE OF TOOLS AND ' EQUIPMENT. • A GRADED OR PAVED DRIVE MUST BE AVAILABLE FOR THE ENTRANCE OF THE SERVICE TRUCK AND ' DELIVERY TRUCKS. • THE BUILDING MUST HAVE LIGHTING SUITABLE FOR WORK, HEAT, AND A MINIMUM OF TWO 15 AMP ' UTILITY POWER OUTLETS. • THE BAY AND EQUIPMENT ROOM MUST BE BROOM CLEAN AND CLEAR OF ALL DEBRIS, FORMS, ETC. WHICH MIGHT INTERFERE WITH EQUIPMENT INSTALLATION. • A FORKLIFT WITH 16' LIFT CAPABILITY FOR ERECTION OF ARCHES. • INTERFERENCE WITH OTHER CONSTRUCTION TRADES ON THE SITE SHOULD BE MINIMIZED. • ALL ELECTRICAL AND PLUMBING STUB-UPS MUST BE IN PLACE PRIOR TO INSTALLATION OF EQUIPMENT IN THE EQUIPMENT ROOM. • AFTER INITIAL INSTALLATION OF WASH SYSTEM COMPONENTS A MEETING SHOULD BE SCHEDULED WITH CONTRACTORS TO DISCUSS REMAINING INSTALLATION REQUIREMENTS. I ' SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE. MAR/2003 RED ARROW MANUFACTURING 1761 EAST 64th AVE DENVER COLORADO 80229 ' WATTS 1-800-783-0908 OFFICE (303) 375-0908 FAX (303) 375-0909 WWW.REDARROWMFG.COM sales@redarrowmfg.com 1 5 I H O '-4 Q O ¢ 6 F- a i •� z a ill Q cex� s a s $ L 3z Pp�1 t AUC4 1 gal a 0a � � �iE OOH ¢ ¢ 3 I Li. 6 9Oo pfQOa0., Zd 1r- _ r d p L N j • d —o— / b fob? 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V Q U TI- L a F J Wx 3 A 5 I 1 Rothberg Proj. No: �-- File of: Tamburuu Calcd: Chkd: Appvd: Date: 1 i H Ia 1 Winsor � 1 Project: \111'&12,,1 / �iN�c 'Wc 17c.en�oe-' � l4c- \ Til Work: `� Wei w't q- ..t 4 Mk lC I I * 14% Iii I I h o. 1 a s 1 --\ R 6 1 T 1 §. I § 3 4 1 ).\\ Ems/ 1 � 1 ' E Z# 1 .:1_6 i I 1 1 Q I 3 I 1576 Sherman Street • Suite 100 • Denver, Colorado • 80203-1713 • 303-825-5999 • FAX 303-825-064 I IPROJECT WASTE MANAGEMENT Rothberg JOB NUMBER NI-7660-CD Tamburnni DATE 3/21/2006 ' Winsor LIGHT INDUSTRIAL WASTE WATER BALANCE SIZE EVAPORATION POND I Container and Truck Repair Facility Industrial Water Useacie Maximum Truck Routes 125 trucks Washes per Truck 2 washes/month Gallons Used per Wash 325 gallons I 43.45 cu ft Truck Wash Water per Month 81,250 gallons/month 10.862.30 cu ft/month I Note:Gallons Used per Wash based on the following 3 Minute Cycle Supply Pumping Flow Total Flow Time Oper Water Used Units GPM GPM Minutes Gallons Wheel Wash 0.5 20 10 1 10 I Cleaning Cycle 0.5 45 22.5 1.5 33.75 Rinse 0.75 250 187.5 1.5 281.25 Total Water Used per Truck Wash 325 Gallons •Values slightly overestimated to account for other Light Industrial Sources ' Required Evaporation Lake Size per Weld County I Area(sq ft)=Design Flow(gallons/day)'586/Lake Evaporation at Site(inches/year) Daily Flow 3,693.18 gallons/day (Assuming 22 working days per month) Annual Lake Evaporation 34 inches/year I Annual Rainfall 14 inches/year Resultant Evaporation 20 inches/year I Area = 63,653.07 sq ft 1.46 acres Note:Area determined by this method assumes a pond depth of 34 inches maximum I Alternate Method to determine Evapotranspiration Pond Size Assume Lake only evaporates 6 months of the year Account for rain entering pond size based on 14-inchs of rain per year at the site I I .Flow to the lake is constant all 12 months Evaporation is offset by the precipitation(34in-14in=20in of evaporation) •Approximate Pond Size: Pond Size 1.8 acres 78,408 sq ft Monthly Accumulated Overall Month Waste Volume Monthly Evaporation Waste Volume Pond Depth gallons cu ft inches gallons cu ft allons cu ft feet I October 81,250: 10,862.30 0 01 0 81,250 10,862 0.138536 November 81,250 10,862.30 0 0 0 162,500 21,725 0.277071 December 81,250 10,862.30 0 0 0 243,750: 32,587 0.415607 __ January 81,2501 10,862.30 0 0 _ 0 325,000! 43,449 0.554142 I February 81,250! 10,862.30 0 0 _ 0 406,250 54,311 0.692678 March 81,2501 10,862.30 0 0 0 487,500; 65,174 0.831214 April 81,250! 10,862.30 3.3333331 162,914! 21,780 405,8361 54,256 0.691971 May 81,250: 10,862.30 _3.333333! 162,9141 21,780 324,171 43,338 0.552729 I June 81,2501 10,862.30 3.333333 162,914 21,780 242,5071 32,421 0.413487 July 81,250! 10,862.30 3.333333 162,914 21,780 160,8425 21,503 0.274245 August 81,250 10,862.30 3.333333 162,914i 21,780 79,178: 10,585 0.135003 Septembe 81,250! 10,862.30 3.3333331 162,9141 21,780 -2,486! -332 -0.00424 I U4i11/GUUO '1 ;34 WHblt 19HNHUtNtN IN i 7177Udd4Ub(b NU.Y47 UNL ' 04-l0-06 02:03pm free-Waste Management +3032809848 T-!63 P 002/003 F-273 I STATE OF cLORADQ I Eli11 Owens,Governor w- Douglas H.Benevento,Execullye Director ,� p'(� Dedicated le protecting and improving thy health and environment o'the peoplB of Colorado ov- o 4300 Cherry Creek Dr.S. Laboratory Services Division .}'(��Y I Denver,Colorado 80246.1530 0100 Lowry Blvd. • e. Phone(303)692.2000 Denver,Colorado 90200.6926 TOD Line(303)691.7700 (303)692.3090 Colorado Department Located In Glendale.Colorado of Public Health ' hdpiAvw'u.edpnostate.co.us and Environment May 3. 2005 • • Mr. Alan Scheere Mr. Bill Hedberg I Waste Management North Weld Landfill 7780 E. 96' Ave. 40,000 Weld County Road 25 Henderson,CO 80610 Ault, CO 80610-9748 PE: NorthWeld Landfill Beneficial Reuse of Wash Water(dated April 4, 2005) North Weld Landfill (NWLF)Beneficial Reuse of Wash Water(dated April 14, 2005) ' Dear Mr. Scheere and Mr. Hedberg, The Hazardous Materials and Waste Management Division(Division) has reviewed the above referenced I correspondence, which supplements the October 29,2004 NWLF request to beneficially reuse wash water collected from the wash pad located at the NWLF facility. Based on our review, and in consultation with the Weld County Department of Public Health and Environment I (WCDPHE), the Division approves the NWLF request to beneficially reuse the wash water by using it for dust control on landfill haul roads located with the lined limits of the landfill with the following condition. I) If the process generating the waste changes so as to have the potential to render the current waste analysis inappropriate and/or non-representative (e.g.,by using certain chemicals in the cleaning process), the waste profile must be renewed accordingly and submitted for agency review and Iapproval prior to usage of the applicable wash water. Please contact me at 303-692-3389 if you have any questions. ' Sincerely, I 5?)a-L ,j Douglas M. Ikenberry I Solid Waste Unit Compliance Program ICo,: Cindi Etcheverry, WCDPHE FILE: Sw WLD NWC 2.2 04/11/2006 09:34 WRSTE MRNRGEMENTN 4 919702240676 NO.749 P03 ' 04-10-05 02:08pm From-Waste Management +302230084B T-I63 P 003/003 F-273 ' DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT dririltillii.i 1565 N. 17'' Avenue Greeley. CO 80631ww' WEBSITE: w .co.weltjso.us ADMINISTRATION: (970) 304.6410 FAX: (9701 304-6412 I Willie LIC HEALTH EDUCATION 81 NURSING; (97O; O FAX: (9701 6 PUBENVIRONMENTTAL HEALTH SERVICES: (9701 304.6415 ' COLORADO • FAX: (970) 304.6411 February IO, 2OO5 ' Alan Scheere Bill Hedberg Waste Management North Weld Sanitary Landfill ' 7780 E. 96' Avenue 44000 Weld County Road 25 Henderson,CO 80640 Ault, CO 80610-9748 Subject: Nonh Weld Sanitary Landfill, Beneficial Reuse of Wash Water Approval Letter ' Revision to January 12, 2OO5 Beneficial Reuse of Wash Water Dear Mr. Scheere and Mr. Hedberg: ' The Weld County Department of Public Health & Environment (WCDPHE) has reviewed your October 29; 2OO4, request regarding beneficial retise of wash water from the wash pad at the North Weld Landfill (NWLF). . According to your request. wash water generated from cleaning of equipment and vehicles will be stored in a holding tank. The wastewater will then be reused for dust control on haul roads within the lined limits ' of the landfill. In concurrence with the Colorado Department of Public Health and Environment, we approve your request ' to use wash water for dust suppression with the following conditions: 1. Appropriate documentation of laboratory analytical test results from a representative sample, which ' show that the wash water is non-hazardous, must be submitted for review prior to initial implementation of this activity. 2. A wrinen plan that addresses continual random testing of wash water samples for applicable hazardous constituents is to be submitted for review and approval. If you have any questions regarding this letter, please contact me at 3O4-64 i5, extension 222O. • ' Sincere) C/�/� 6�II- irr ' Cindi Etcheverry �_t///jj Environmental Health Supervisor Environmental Health Services ' cc: Kim Ogle, Department of Planning Services (email) Doug Ikenberry, Colorado Department of Public Health& Environment Lee Morrison, Weld County Attorneys Office (email) ' 0,ETcn,wAsTKthir.Ast•.,=000.vim wain rarer rauta,coe I I I I Waste Material Management Method Vendor/Management Facility Municipal Solid Waste Disposal North Weld Landfill Absorbent Materials Disposal North Weld Landfill Automotive Filters Disposal North Weld Landfill I Fluorescent Bulbs Disposal North Weld Landfill Welding Slag Disposal North Weld Landfill Light Industrial Sand Trap Disposal Conservation Services,Inc ' Wastes Domestic Septic Tank Waste Disposal TBD I Waste Material Management Method Vendor/Management Facility I Fiber(newspaper,office paper& Recycle WM-Recycle America—3600 E.48 Ave, cardboard),aluminum,tin and Denver CO 80216 Telephone 303-399-6351 plastics Truck Wash Rinse Water Reuse Reuse on-site after treatment in sand oil I separators and flocculation at any of the three facility wash bays Light Industrial Waste Water Reuse Reuse at North Weld Landfill after treatment I in sand oil separators and aeration or disposal through evaporation. Water may be used for dust control within the lined limits of the landfill in accordance with existing facility I approvals. Used Oil&Antifreeze Recycle Mesa Oil,Denver CO Used Batteries Recycle Interstate Battery I Parts Cleaning Solvent Recycle Safety Kleen,Denver CO Scrap Metal Recycle Colorado Iron and Metal CFC's Recycle Johnstone Supply, Hello