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HomeMy Public PortalAboutPKT-CC-2014-08-12Moab City Council August 12, 2014 Pre -Council Workshop 6:30 PM REGULAR COUNCIL MEETING 7:00 PM CITY COUNCIL CHAMBERS CITY CENTER (217 East Center Street) Page 1 of 211 Agenda Page 2 of 211 City of Moab 217 East Center Street Moab, Utah 84532 Main Number (435) 259-5121 Fax Number (435) 259-4135 www.moabcity.org Moab City Council Regular Council Meeting City Council Chambers Tuesday, August 12, 2014 at 6:30 p.m. ..................••••••••••••••••••••••••..... 6:30 p.m. 7:00 p.m. SECTION 1: SECTION 2: SECTION 3: SECTION 4: SECTION 5: PRE COUNCIL WORKSHOP CALL TO ORDER AND PLEDGE OF ALLEGIANCE APPROVAL OF MINUTES 1-1 July 8, 2014 1-2 July 22, 2014 CITIZENS TO BE HEARD DEPARTMENTAL UPDATES 3-1 Community Development Department 3-2 Engineering Department 3-3 Planning Department 3-4 Police Department 3-5 Public Works Department PRESENTATIONS AND PROCLAMATIONS 4-1 Presentation Regarding Canyonlands National Park's 50' Anniversary NEW BUSINESS 5-1 5-2 5-3 5-4 5-5 Award of the Dewatering Press Equipment Purchase Approval to Enter into an Agreement with MSD Environmental Services Inc., for the Purchase of the Existing Dewatering Belt Press for the City of Moab Waste Water Treatment Plant Approval of a Purchasing Exception for the July Lease Payment for the Dewatering Belt Press for the City of Moab Waste Water Treatment Plant Approval of Proposed Resolution # 34-2014 — A Resolution Approving a Contract by and between the City of Moab and the Governor's Office of Economic Development for the Business Expansion and Retention (BEAR) Program Request to Send Proposed Ordinance #2014-08 — An Ordinance Approving the Vacation of Portion of a Portion of Colorado Avenue Public Right-of-way as Platted in the Palisades Subdivision, Plat "A", and Amending Lot 6, Block 4, Lot 18, Block 2, and Lots 17a And 17 B and Accepting a Dedication of Property to Maintain the Right -of - Page 3 of 211 Agenda Way Width of Fifty Feet and Realigning the Colorado Avenue Right -Of -Way to Public Hearing 5-6 Approval of Proposed Ordinance #2014-07 — An Ordinance to Adopt the 2012 Internal Building Code Plus Appendices G and J, 2012 International Residential Code, 2012 International Plumbing Code Plus Appendix C, 2012 International Fuel Gas Code, 2012 International Energy Conservation Code, 2012 International Property Maintenance Code, 2012 International Fire Code, 1997 Uniform Code for the Abatement of Dangerous Buildings and American National Standards Institute 117.1- 2009 5-7 Approval of Proposed Resolution #33-2014 — A Resolution Approving a Final Plat for the Pouchert Two -Lot Minor Subdivision located at 394 Loveridge Drive in the R-2 Residential Zoning District 5-8 Approval of a Request by Judy Powers for an Amplified Music Event at Old City Park on October 11, 2014 SECTION 7: MAYOR AND COUNCIL REPORTS SECTION 8: READING OF CORRESPONDENCE SECTION 9: ADMINISTRATIVE REPORTS SECTION 10: REPORT ON CITY/COUNTY COOPERATION SECTION 11: APPROVAL OF BILLS AGAINST THE CITY OF MOAB SECTION 12: ADJOURNMENT In compliance with the Americans with Disabilities Act, individuals needing special accommodations during this meeting should notify the Recorder's Office at 217 East Center Street, Moab, Utah 84532; or phone (435) 259-5121 at least three (3) working days prior to the meeting. Check our website for updates at: www.moabcity.org Page 4 of 211 Agenda MOAB CITY COUNCIL REGULAR MEETING July 8, 2014 The Moab City Council held its Regular Meeting on the above date in the Council Chambers at the Moab City Center, located at 217 East Center Street, Moab, Utah. Mayor David L. Sakrison called the Pre -Council Workshop to order at 6:30 PM. In attendance were Councilmembers Heila Ershadi, Gregg Stucki, Doug McElhaney and Kyle Bailey. Also in attendance were City Manager Donna Metzler, City Recorder/Assistant City Manager Rachel Stenta, City Treasurer Jennie Ross, Police Chief Mike Navarre, and Planning Director Jeff Reinhart. Mayor Sakrison called the Regular City Council Meeting to order at 7:00 PM and led the pledge of allegiance. Six (6) members of the audience and media were present. Councilmember Ershadi moved to approve the Special Meeting Minutes of June 5, 2014 and the Regular Meeting Minutes of June 10, 2014. Councilmember Stucki seconded the motion. The motion carried 4-0 aye. There were no Citizens to Be Heard. A Community Development Department Update was not given. An Engineering Department Update was not given. Under Planning Department Update, Planning Director Reinhart reviewed the next Planning Commission Meeting Agenda. A Police Department Update was not given. A Public Works Department Update was not given. Councilmember Bailey moved to approve the Consent Agenda as follows: 1) Approval of a Special Business Event License for the Moab Pride Festival and Visibility March on September 27, 2014 2) Approval of a Class IV Special Event Beer License for Sallie Hodges, d.b.a. Moab Pride Festival to Conduct an Event on September 27, 2014 in Swanny City Park July 8, 2014 REGULAR MEETING & ATTENDANCE PRE -COUNCIL WORKSHOP REGULAR MEETING CALLED TO ORDER APPROVAL OF MINUTES CITIZENS TO BE HEARD COMMUNITY DEVELOPMENT UPDATE ENGINEERING UPDATE PLANNING UPDATE POLICE UPDATE PUBLIC WORKS UPDATE CONSENT AGENDA, APPROVED Page 1 of 2 Page 5 of 211 Agenda 3) Approval of a Park Use Permit for Swanny City Park for Sallie Hodges, d.b.a. Moab Pride Festival to Conduct an Event on September 27, 2014 in Swanny City Park 4) Conditional Approval of a Park Alcohol Permit for Sallie Hodges, d.b.a. Moab Pride Festival to Conduct an Event on September 27, 2014 in Swanny City Park 5) Approval of Local Consent of a Temporary Beer Event Permit for Moab Pride Festival/Sallie Hodges for an Event on September 27, 2014 in Swanny City Park Councilmember Ershadi seconded the motion. The motion carried 4-0 aye. Councilmember Stucki moved to approve a Request by Sara Hatathley for an Amplified Music Event at Old City Park on July 18, 2014. Councilmember McElhaney seconded the motion. The motion carried 4- 0 aye. Councilmember McElhaney moved to approve Proposed Resolution #31- 2014 — A Resolution Approving a Boundary Line Adjustment for Property Located in the C-4, General Commercial Zone at 1133 Millcreek Drive and Owned by Al Heaton. Councilmember Bailey seconded the motion. The motion carried 4-0 aye. Mayor and Council Reports were not given. There was no Correspondence to be Read. An Administrative Report was not given. A Report on City/County Cooperation was not given. Councilmember Ershadi moved to pay the bills against the City of Moab in the amount of $262,361.94. Councilmember Peterson seconded the motion. The motion carried 4-0 aye by a roll -call -vote. Mayor Sakrison adjourned the Regular Council Meeting at 7:12 PM. APPROVED: ATTEST: David L. Sakrison Rachel E. Stenta Mayor City Recorder July 8, 2014 OLD CITY PARK AMPLIFIED MUSIC, APPROVED RESOLUTION #31-2014, BOUNDARY LINE ADJUSTMENT, APPROVED MAYOR AND COUNCIL REPORTS READING OF CORRESPONDENCE ADMINISTRATIVE REPORT REPORT ON CITY/COUNTY COOPERATION APPROVAL OF BILLS ADJOURNMENT Page 2 of 2 Page 6 of 211 Agenda MOAB CITY COUNCIL REGULAR MEETING July 22, 2014 The Moab City Council held its Regular Meeting on the above date in the Council Chambers at the Moab City Center, located at 217 East Center Street, Moab, Utah. Mayor David L. Sakrison called the Pre -Council Workshop to order at 6:30 PM. In attendance were Councilmembers Kyle Bailey, Heila Ershadi, Gregg Stucki, Doug McElhaney and Kirstin Peterson. Also in attendance were City Manager Donna Metzler, Deputy City Recorder Danielle Guerrero, Deputy City Treasurer Chantel Lindsay, Police Chief Mike Navarre, Assistant Engineer Eric Johanson, City Planner Jeff Reinhart, Community Development Director David Olsen and Public Works Director Jeff Foster. Mayor Sakrison called the Regular City Council Meeting to order at 7:00 PM and led the pledge of allegiance. Twelve (12) members of the audience and media were present. Councilmember Stucki moved to approve the Regular City Council Minutes for June 24, 2014. Councilmember Peterson seconded the motion. The motion carried 5-0 aye. Joe Kingsley gave a presentation regarding Matrimony Springs. Bo Call from the State of Utah Division of Air Quality gave a presentation regarding air quality. Under Citizens to be Heard, Chris Baird recapped the presentations on Matrimony Springs and Air Quality. A Community Development Department Update was given during the Pre -Council Workshop. An Engineering Department Update was give during the Pre -Council Workshop. A Planning Department Update was given during the Pre -Council Workshop. A Police Department Update was not given. July 22, 2014 REGULAR MEETING & ATTENDANCE PRE -COUNCIL WORKSHOP REGULAR MEETING CALLED TO ORDER APPROVAL OF MINUTES PRESENTATION PRESENTATION CITIZENS TO BE HEARD COMMUNITY DEVELOPMENT UPDATE ENGINEERING UPDATE PLANNING UPDATE POLICE UPDATE Page 1 of 2 Page 7 of 211 Agenda A Public Works Department Update was given during the Pre -Council Workshop. Councilmember McElhaney moved to approve a Class III Beer License for Douglas Allan Slauth, d.b.a. 7-Eleven #533615, Located at 220 North Main Street. Councilmember Ershadi seconded the motion. The motion carried 5-0 aye. City Manager Metzler gave a presentation regarding the Sale of Water at the City of Moab Public Works Yard, discussion followed. Councilmember Peterson moved to approve Proposed Resolution #32- 2014 — A Resolution Revising the Commercial Shop Water Rate to $5.50/1000 Gallons. Councilmember Bailey seconded the motion. The motion carried 4-1 by roll -call -vote with Councilmember McElhaney voting nay. Under Mayor and Council Reports, Mayor Sakrison stated that he had attended his first Drinking Water Board Meeting and felt it was going to be a great board to be on. There was no Correspondence to be Read. Under Administrative Report, City Manager Metzler stated that the new Recreation Director Chad Wright would begin training next week and would begin work on August 4, 2014. Councilmember Ershadi moved to Approve the Bills Against the City of Moab in the amount of $63,547.92. Councilmember McElhaney seconded the motion. The motion carried 5-0 aye by roll -call -vote. Mayor Sakrison adjourned the Regular Council Meeting at 8:30 PM. APPROVED: ATTEST: David L. Sakrison Rachel E. Stenta Mayor City Recorder July 22, 2014 PUBLIC WORKS UPDATE CLASS III BEER LICENSE FOR DOUGLAS ALLEN SLAUTH, APPROVED PRESENTATION PROPOSED RESOLUTION #32- 2014, APPROVED MAYOR AND COUNCIL REPORTS READING OF CORRESPONDENCE ADMINISTRATIVE REPORT APPROVAL OF BILLS ADJOURNMENT Page 2 of 2 Page 8 of 211 Agenda r / AGENDA SUMMARY MOAB CITY COUNCIL MEETING August 12, 2°14 / / Agenda Item #:5-1, 5-2 / Title: Approval to enter into an agreement with MSD Environmental Services Inc., for purchase of the existing Dewatering Belt Press for the City of Moab Waste Water Treatment Plant Fiscal Impact: $219,375.00 Staff Presenter(s): Jeff Foster Department: Public Works Applicant: MSD Environmental Services Inc. Background/Summary: As indicated in the attached Technical Memorandum from Bowen Collins & Associates, Inc., Bowen Collins recommends that the City of Moab accept the bid from MSD Environmental Services Inc. for the Dewatering Belt Press. As shown in the Evaluation of Proposals table, the total owning cost of the MSD unit is less than the costs entailed by the other bids. Due to these considerations and considering that the MSD press is already in place and operating and we know the condition of the unit, staff recommends that the City Council approve the purchase of the MSD unit as recommended by Bowen Collins and Associates. Options: The City Council may approve the staff recommendation, deny or postpone the item. Staff Recommendation: City staff recommends approval to award the Bid and enter into a contract with MSD Environmental Services Inc. for the purchase of the MSD refurbished dewatering belt press described in the attached documents. Recommended Motion: "I move to approve item #5-2." Attachment(s): Bowen & Collins Technical Memorandum for the Purchase of Dewatering Equipment Dated July si, 2o14. MSD Contract— Moab, Utah - Mobile Belt Press Purchase Page 9 of 211 Agenda TECHNICAL MEMORANDUM TO: FROM: Jeff Foster Public Works Director City of Moab Robert Mayers, P. E. Jeff Beckman, P.E. File DATE: July 11, 2014 PROJECT: Dewatering Equipment Purchase SUBJECT: Review and Recommendation of Proposals JOB NO.: 130-14-02 BACKGROUND The City of Moab (City) has leased a 1-meter trailer -mounted belt filter press system to dewater the anaerobically digested primary sludge and trickling filter humus biosolids from its municipal wastewater treatment plant since April 2014. The dewatered solids are disposed of at the local solid waste landfill. The City has contracted with MSD Environmental Services to furnished the fully self- contained and reconditioned Ashbrook belt filter press and related equipment for this purpose. This mechanical system was obtained based upon temporary use and on an emergency basis in order to improve and increase the handling of waste residual solids from the plant that had accumulated over a number of months that could not be reliably dewatered using the existing solar drying beds. Weather -related factors including higher precipitation and colder weather had reduced the effectiveness of the solar drying system to the point that excess solids were accumulating both in the beds and within the treatment process basins themselves. This accumulation was believed to contribute to reduced effluent quality and even some permit violations for biochemical oxygen demand (BODs) levels. These violations caught the attention of state and federal regulators who visited the facility out of concern that conditions and/or operations at the plant were contributing to or causing this situation to occur. The belt filter press dewatering equipment was put into operation and began immediately to effectively dewater the solids. Dewatering progressed on a continual basis until all the excess solids were removed from the treatment plant, and current practices are able to dewater all the solids produced at the facility by running the system for two days each week. Permit violations were seen to decrease initially once the solids inventory in the plant was brought under control. Regulators noted only minimal concerns when they visited the treatment plant in June 2014. JUSTIFICATION The City is currently in the early planning phase of a project that will result in substantial upgrades to and expansion or replacement of the existing WWTP. These improvements are estimated to require three to four years including planning, funding and other approvals, land and easement Page 10 of 211 Agenda acquisitions, detailed design, permitting, bidding, construction, commissioning and related activities. During this time, reliable solids dewatering must continue uninterrupted until the new facility is on- line and operating correctly and the existing plant and equipment are decommissioned. Rather than attempting to use the existing solar drying beds for this purpose during the interim period, the City has determined that the more reliable mechanical dewatering is preferred and set the process in motion to purchase a unit for this temporary use instead of paying rental fees for that entire time. That approach should result in lower overall costs to the City, additionally the rental unit can be resold when it is no longer needed. Rental fees are currently $12,500/month, which indicates that the purchased unit could pay for itself within approximately 18-24 months. This is not an entirely unusual approach as other communities have also purchased similar temporary dewatering systems to span the gap before permanent facilities are constructed. Accordingly, the City issued a request for bids including technical and performance requirements, and five proposals were received as described and discussed below. Bowen Collins & Associates was requested to assist in evaluating the proposals to and provide a recommendation for selection of the most suitable system to meet the dewatering needs until new facilities become available. SUMMARY OF PROPOSALS The proposals received to furnish temporary dewatering equipment for the Moab WWTP are summarized below. The proposal documents themselves are contained in Appendix A for reference. Several equipment photos are provided with two of the proposals. All of the systems generally comply with the specified performance requirements, but vary in equipment content and configuration. A more extensive summary of this and similar information is provided in Appendix B. Table 1 Summary of Proposals Criteria Alfa Laval (New) Houston, TX Alfa Laval (Used) Houston, TX Charter Machine Co. Metuchen, NJ MSD Envr. Services Centerville, OH PWTech Rosedale, MD Utah Repr. Coombs- Hopkins Coombs- Hopkins isiWest Goble Sampson Ambiente H2O Equipment Ashbrook 1- M "Extended" Klampress Ashbrook 3- Belt, 1-M Klampress Charter Machine 1.7- M Tower Press Ashbrook 1-M Klampress Volute® Dewatering Press Type New BFP Used BFP (1996) Used BFP (2007) Used BFP (Unknown) New Screw Press Configuration Skid- Mounted Lighted Trailer Semi -Open Lighted Trailer Lighted Trailer Lighted and Heater Trailer Stated Capacity 60-70 GPM 750-850 PPH 60-70 GPM 750-850 PPH 120 GPM 2100 PPH 100 GPM 1000 PPH 70 GPM 700 PPH Stated Polymer Use 15-20 PPT 15-20 PPT 6-10 PPT 15-18 PPT 18-75 PPT Stated Power Required 18.5 HP 19.5 HP 25.75 HP 27.25 HP 10.9 HP Page 11 of 211 Agenda Stated Performance 18-22% DS 95% Capture 18-22% DS 95% Capture 17-27% DS 95% Capture 17% DS 95% Capture 21-34% DS 99% Capture Comparative Price $314,700.00 $215,000.00 $338,212.00 $227,350.00 $368,000.00 Net Present Value $448,598.00 $356,110.00 $492,289.00 $377,044.00 $579,422.00 Overall Ranking 4 5 2 1 3 M = meter, BFP = belt filter press, GPM = gallons per minute, PPH = pounds per hour dry solids PPT = pounds per ton dry solids, HP = horsepower, DS = dry solids Three of the systems utilized used equipment that has been reconditioned or refurbished, and two were based on new equipment. All of the proposals provided for a complete, self-contained dewatering system including sludge and washwater pumps, polymer mix/feed equipment, dewatering equipment, conveyors, electrical controls, piping, wiring, etc. as needed for operations. The systems were compared based on initial and long term costs, features and performance. It should be noted that the Ashbrook 1-M belt press system furnished by MSD Environment Systems is the unit that is currently on site and operating, so only addition of the conveying system will be required in order to implement this selection. A present worth analysis was performed to estimate the difference in life cycle costs based on both initial costs and key operational costs including polymer and electrical power usage. Judgment and experience were used in selecting the capacities and operating criteria for the analyses in order to compare the systems more fairly and account variations in claimed performance. A 20-year period and 6% interest rate were used. CONSIDERATION OF PROPOSALS A brief discussion of each proposal is provided as follows. The new equipment proposals anticipate that the dewatering system may be transferred to the new future plant for continuing operation. The current WWTP flows are approximately 1 million gallons per day (MGD), and the future build -out flow is estimated at 2 MGD. For comparison purposes, dry solids quantities at 1 MGD are estimated at 2000 pounds per day (PPD), with 4000 PPD at 2 MGD. The dewatering equipment typically will be run on a daily batch basis, and it is assumed that a 4-day operating period following a 3-day weekend will be used to batch the week's 7-day solids production. This equates to 350 PPH at 1 MGD and 700 PPH at 2 MGD. Alfa Laval (New) This proposal included a new skid mounted 1-M extended Ashbrook Klampress belt filter press and other needed equipment. The unit provides adequate capacity and performance for both initial and long term needs and appears to furnish a suitable approach and equipment to meet the requirements. However, it is skid -mounted, lacking a trailer or other enclosure for use outdoors as specified in the technical requirements. A building, shed, carport or other such structure would need to be constructed to house this equipment. Also, additional piping, electrical power and control wiring, lighting, ventilation, heating, etc. could be required for this installation. The proposal included only their standard hoses and similar items in lieu of those specified, no dry polymer system, outdated relay and timer based controls and other differences. The estimate delivery period is 26 weeks during which time the existing unit would still be on site and accumulating additional monthly Page 12 of 211 Agenda charges that are not accounted for in the comparison. At $314,700.00, this is the 3rd costliest unit proposed, not considering either the additional rental fees or the required building which would likely exceed $100,000. Alfa Laval (Used) This proposal is based on a used trailer mounted 1-M 3-belt Ashbrook Klampress belt filter press that was manufactured in 1997 and upgraded in 2007. The unit is located in Houston, Texas at the Ashbrook facility and is available for inspection. Photos are provided in Appendix A. It could be delivered within approximately 30 days, ready for operation. This unit provides adequate capacity and performance for both current and long term needs and is generally suitable for the requirements. However, the age of the equipment and the photos indicate it to be in well worn, albeit usable, condition. An air conditioned office space is provided that the others do not include. The system also lacks many of the specified items such as a sludge flow meter, washwater flow meter, dry polymer system, stainless steel valves, tool box, etc. The general age of this equipment with the potentially higher maintenance/repair costs and lower reliability make this offering unattractive. If it were to be further considered, then a field visit and inspection would be needed. At $215,000.00 this appears to be the least costly system, excluding items that may need to be added. However, BC&A does not recommend this equipment. Charter Machine Co. This proposal is based on a "lightly used" trailer mounted 1.7-M Charter Machine Co. Tower Press belt filter press that was manufactured in 2007. The unit is located in Metuchen, New Jersey at the Charter Machine facility and is available for inspection. Photos are provided in Appendix A. It could be delivered ready for operation within about 3-4 weeks after side curtains and a roof over the BFP area are added. This larger 1.7 M belt press has more than ample capacity for both current and long term needs. In addition, the "tower" configuration may also provide enhanced cake solids production and reduced polymer use that the other machines cannot provide. Some difference exist such as use of a pneumatic system instead of hydraulics to control certain equipment operation, but these are not major concerns. The photos appear to show the equipment to be in a clean and well maintained condition. A field visit would be recommended if this equipment were considered further. At $338,212.00, this is the 2nd costliest system. Note the $49,780.00 was added to their initial price of $288,432.00 to account for inclusion of the side curtains and a roof. MSD Environmental Systems This proposal is based on a used 1-M Ashbrook Klampress belt filter press of unknown age but which was completely refurbished in 2012-2013. The unit is currently located on site at the Moab wastewater treatment plant and provides daily solids dewatering service. Several months of operating time have shown this unit to have adequate capacity, performance and reliability for the current job requirements, and it could also meet future needs. The proposed conveyor is located at the MSD facility in Centerville, Ohio and can be shipped within 10 days after the order is received. However, if the order is delayed and the conveyor is shipped to another job site, then an additional 90 days will be required to manufacture and ship a new replacement conveyor. This equipment meets all the specified requirement as the technical specifications were developed around it. Since the press is currently situated and operating at the WWTP, implementation requires only installation of the conveyor. This is the 4th costliest system proposed. However, certain cost savings not included with the present worth analysis demonstrate that it is actually the least cost system as shown below. Page 13 of 211 Basic Equipment Delivery, Startup and Training Proposal Price Less 1-Month Rental Fee Credit Less Return of Dry Polymer Equipment Less Reduction of Del./Strt./Train. Fee Revised Total Price $235,000.00 $ 9,750.00 $244,750.00 ($12,500.00) ($ 8,000.00) ($ 4,875.00) $219,375.00 MSD originally offered with their lease agreement to discount the equipment price by one month's rental fee. In addition they offered to accept return of the dry polymer system that the City does not use and provide a credit. Finally, if the City can install the conveyor themselves without the need for MSD personnel to visit the site, then one-half of the delivery, training and startup fee can also be credited back. If one of the other units were accepted, then the MSD unit would need to be returned to them at a cost of $4,900.00. Further, if a new unit were accepted, then 4-6 months of rental fees ($50,000.00- $75,000.00) for the MSD unit would also accrue. Inclusion of these potential costs in the consideration demonstrates that the MSD unit is the lowest cost selection. PWTech This proposal is for a new PW Tech Volute® Dewatering Press which is a screw press, not a belt filter press, and represents a different dewatering technology. However, it was demonstrated by a field pilot test performed at the Moab WWTP to perform well in dewatering the residual solids there. Delivery of this new equipment is estimated at about 20 weeks. The unit initially proposed had marginally adequate capacity to meet current dewatering needs but was not sufficient for future requirements and was not comparable to the other proposals. Therefore, $70,000.00 was added to their original price of $298,000.00 for a revised total of $368,000.00 in order to add a second screw and double the capacity of the unit. This revised price makes it the costliest unit proposed. The system differs substantially from the others and from the specified requirements, but meets the intent and would serve adequately, we believe. Note that the present worth analysis assigned a polymer usage rate of 20 PPT for all the belt filter press dewatering equipment, but used 35 PPT for the screw press. This higher rate was based on the reported data from the pilot test that ranged from 18 to 75 PPT and average 44 PPT. The manufacturer claims that this data does not well represent the typical performance of their screw press equipment which is said to be the same as a belt filter press. However, we felt constrained to use the data provided in the report absent of other more favorable information. Never -the -less, even if the polymer usage rate for the screw press system is reduced to 20 PPT, it is still the most expensive system due to the higher initial cost. The lower electrical power costs for the screw press equipment provides a savings advantage, but it is relatively small compared to the polymer usage, which is commonly the main operating cost driver in considerations involving this type of dewatering equipment. Page 14 of 211 Agenda DISCUSSION AND RECOMMENDATION On the basis of the information and analysis presented above, it is our opinion that the MSD Environmental equipment is the clear and recommended choice for this application for the reasons given. This consideration is based on the assumption that the equipment will be used for several years to fill the gap in dewatering needs until the new treatment plant is constructed. Once the old plant is off line and decommissioning begins, then the temporary dewatering equipment can be cleaned up and offered for sale into the used market. The resale value has been estimated at 25-50% of the current price, or approximately $50,000-$100,000. If the equipment were relocated into the new treatment plant and used for the same purpose there, then its current purchase price could be viewed as offsetting future costs for similar systems and equipment and to eliminate paying twice within a few years for the same thing. A 20-year life is typically assigned to this type of process equipment, which can often be exceeded through a good maintenance and repair program. This approach is only considered viable for the new equipment. However, it depends on several things which may not be correct in this case as follows. 1. Dewatering of the future WWTP residual solids will be sufficiently similar to the current requirements such that the equipment will serve well in both instances. Such an assumption may or may not be valid, depending on treatment processes selected, disposal requirements, regulatory changes and other factors. 2. The request for proposals did not anticipate new equipment nor were the features, capacities, performance, materials of construction, new technologies and other factors considered that may be available with various types of units that may be suitable for this purpose in the marketplace. 3. The level of competition among providers of new equipment was limited as most believed this to be a temporary dewatering project involving used equipment. Best pricing, performance and other benefits from the new equipment cannot be readily assumed from the current set of proposals. Due to the above concerns and uncertainties, Bowen Collins & Associates believes that purchase of a used, temporary dewatering system to be in the best interest of the City of Moab, and that a portion of these costs can be recovered through resale when the equipment is no longer needed. This will greatly reduce costs as compared to continuing to lease the dewatering equipment until the new plant is completed. Further, the system that is currently in place as furnished by MSD Environmental has both the lowest initial and life cycle costs and is recommended. Page 15 of 211 Agenda APPENDIX A MANUFACTURER PROPOSALS Page 16 of 211 Agenda ALFA LAVAL PROPOSAL (NEW EQUIPMENT) Page 17 of 211 Agenda CITY OF MOAB c/o CITY RECORDER 217 E CENTER STREET MOAB, UT 84532 MOAB CITY BID SPEC SHEET MOAB CITY WASTEWATER TREATMENT PLANT DEWATERING PRESS *** DEADLINE FOR ALL BIDS IS FRIDAY, JUNE 13, 2014 AT 3:00 PM *** IF YOU WISH TO FAX YOUR BID, PLEASE USE THE FOLLOWING FAX TELEPHONE NUMBER: (435) 259-4135. ALL BIDS MUST BE TURNED INTO MOAB CITY OFFICES ON THIS BID SHEET. PROPOSAL FORM TO: The City of Moab The undersigned hereby declares that they have carefully examined the requirements of the specifications contained herein, and propose to furnish and deliver to the City of Moab the apparatus listed below. ONE (1) Dewatering Press PURCHASE PRICE: $ 300,200.00 DELIVERY, STARTUP AND TRAINING: $ TOTAL:$ 314,700.00 14,500 (In Words) Three hundred tourteen thousand, seven hundred dollars Moab City Dewatering Equipment Bid Page 18 of 211 Warranty shall be provided per Section 464322 paragraph 1.5. Supplier may furnish a higher level of warranty protection if specified below: Company Name: Alfa Laval Ashbrook Simon -Hartley City/State/Zip: 11600 East Hardy, Houston, TX 77093 Company Phone Number: 717 - 2 8 7- 02 6 7 Authorized Company Signature: Moab City Dewatering Equipment Bid 2 Page 19 of 211 CITY OF MOAB TECHNICAL SPECIFICATIONS FOR SLUDGE DEWATERING EQUIPMENT Section A — Dewatering Equipment 1.0 INTENT It is the intent of this specification to provide for the purchase or lease of dewatering equipment for the Moab Wastewater Treatment Plant. In comparing proposals, consideration will not be confined to price only. The successful bidder will be one whose product is judged to best serve the interests of the City when price, product, safety, quality and delivery are considered. The City of Moab reserves the right to reject any or all bids or any part thereof, and to waive any minor technicalities. A contract will be awarded to the bidder submitting the lowest responsible bid meeting the requirements of this specification. 2.0 EQUIVALENT PRODUCT Bids will be accepted for consideration on any make or model that is equal or superior to the dewatering equipment specified. Decisions of equivalency will be at the sole interpretation of the City of Moab's Department of Public Works. A blanket statement that equipment proposed will meet all requirements will not be sufficient to establish equivalence. Original manufacturer's brochures of the proposed unit are to be submitted with the proposal. All modifications made to the standard production unit described in the manufacturer's brochures must be certified by the manufacturer and submitted with the bid, or the bid will be deemed "non -responsive" and rejected without further review. Bidder must be prepared to demonstrate a unit similar to the one proposed, if requested. 3.0 INTERPRETATIONS In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specification documents or any part thereof. Every request for such a consideration shall be submitted in writing on Bid Sync. Based upon such inquiry, the City may choose to issue an Addendum. COMPLY Yes No X COMPLY Yes No X COMPLY Yes No X Moab City bewatering Equipment Bid 3 Page 20 of 211 Agenda 4.0 GENERAL The specification herein states the minimum requirements of the City. All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The City of Moab will consider as "irregular" or "non -responsive" any bid not prepared and submitted in accordance with the bid document and specification, or any bid lacking sufficient technical literature to enable the City to make a reasonable determination of compliance to the specification. It shall be the bidder's responsibility to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (COMPLY: YES NO) will cause the proposal to be rejected without review as "non -responsive". All variances, exceptions and/or deviations shall be fully described in the appropriate section. Deceit in responding to the specification will be cause for rejection. COMPLY Yes No X COMPLY 5.0 DEWATERING EQUIPMENT SPECIFICATIONS Yes No 5.1 Equipment and services comply with all specifications listed in Section X 464322 — Slude Dewatering Equipment. The equipment o ered meets the intent, but does not meet the specification in every aspect. COMPLY 6.0 DELIVERY, START-UP AND TRAINING Yes No 6.1 Dewatering Equipment shall be delivered F.O.B. to the City of Moab Wastewater Treatment Plant in first class operating condition. 6.2 Acceptance shall be subject to the inspection and approval of the City. 6.3 Bidder shall state delivery time after receipt of order: DELIVERY CAN BE MADE WITHIN 26 WEEKS AFTER RECEIPT OF ORDER 6.4 Bidder shall provide Installation Supervision and Start -Up services per the specification. 6.5 Bidder shall provide a minimum of tvvo (2) days of training for Moab City staff on proper operation, maintenance of the equipment. Training Costs shall be included as part of the bid. Moab City Dewatering Equipment Bid X x X x X 4 Page 21 of 211 7.0 REFERENCES Bidder shall provide five (5) supporting favorable references for the City's approval. Name Phone Email See Attached list of references 8.0 EXCEPTIONS AND DEVIATIONS Bidder shall fully describe every variance, exception and/or deviation. Provide all necessary documentation related to the deviation. Additional sheets may be used if required. SEE ATTACHED QUOTATION NO. 38995 FOR A LIST OF DEVIATIONS AND OR EXCEPTIONS Moab City Dewatering Equipment Bid 5 Page 22 of 211 MOAB, UT REFERENCES CUSTOMER EQUIPMENT Purchased 1. Lake County Public Utilities Klampress 1987 James Zachary Phone: 847-537- 2023 2. Maryville WWTP Louisville, TN Rick Trentham 865-981-921 3. City of Wichita WWTP Wichita, KS Lloyd Shelley 316-303-8790 Klampress Klampress 4. Robert Skinner Filtration Plant Klampress Skinner, CA Gene Patricio 951-926-5823 5. Springville WWTP Springville, UT Rick Roberts 801-489-2745 Klampress 1994 1988, 1994,1995 2003, 2004 2008 **Please be advised additional references can be provided upon request. Please be advised the enclosed installation list is only a partial list of our 3500 + dewatering installations. Page 23 of 211 June 12, 2014 To: City of Moab 217 East Center Street Moab, Utah 84532 Ref: City of Moab Invitation to Bid Belt Filter Press Specification Section: 464322 Alfa Laval Ashbrook Quote: 38995 Bid Date: June 13, 2014 Gentlemen, tan .1/4,,‘ L Ashbraa�1/4- 5rrrrng-Hanley. Alfa Laval Ashbrook Simon -Hartley 11600 East Hardy Houston, TX 77093 800-362-9041 On behalf of the Alfa Laval Ashbrook Simon -Hartley, Inc. ("Alfa Laval Ashbrook") and Coombs - Hopkins Co., we thank you for the opportunity to offer our proposal for your consideration on this project. The equipment we propose to furnish is as follows: QUANTITY DESCRIPTION ( 1 ) Alfa Laval AS-H Belt Press G3 100 (Klampress R 1.0 meter Belt Filter Press Skid Package. Each Skid Package contains the following components: ( 1 ) ( 1 ) Alfa Laval AS-H Belt Press G3 100 (Klampress® Extended), 1.0 Meter Belt Filter Press (BFP), complete with hydraulic system for belt tensioning and steering. All components will be fabricated of the finest in corrosion resistant material: the frame will be carbon steel, hot dipped galvanized then painted, chicane rods and holders shall be carbon steel galvanized then painted, and all sheet metal components will be Type 304L stainless steel. Main Control Panel, (MCP) will be designed, based on the specification email. It will be powered from a 480 VAC power source, supplied by others. NEMA style motor starters will be supplied for the hydraulic pump, conveyor, and washwater pump, with Allen Bradley PowerFlex style VFD's for the belt drive and sludge pump. 120 VAC power will be provided for the polymer system. All other starters / controllers will be supplied by others. The BFP Control Panel will be a NEMA 4X Stainless Steel air conditioned enclosure. The controls for the BFP and ancillary equipment will be manually or automatically controlled. START/STOP pushbuttons with RUNNING status lights will be provided for control of the washwater pump/valve, the hydraulic pump, the Page 24 of 211 ( 1 ) belt drive, the conveyor, the sludge pump and the polymer pump. Speed control and speed/flow indication will be provided for the belt drive, the sludge pump, and the polymer pump. Operator interface will be accomplished using Allen Bradley, Type 800H pilot devices. All logic will be performed via relays and timers, with NO network communication capabilities. Polymer System, a liquid emulsion polymer system fed from a drum (drum to be provided by others). The system will include a wand for connection to a drum of polymer. Sludge Feed Pump, which shall be a progressive cavity pump capable of pumping 25-125 gpm. Wash Water Pump, the pump will be a centrifugal type which requires a minimum supply of 20 psi at 40 gpm. Conveyor, which will be 24" wide x 30'-0" ± long approximate centers, troughing design, 14 °f incline configuration. The conveyor will be capable of conveying dewatered sludge from the Alfa Laval Ashbrook 1.0 Meter skid mounted belt press to owner provided dumpster. Inline, non -clog, variable orifice mixer, complete with injection manifold system and a four port vortex polymer injection ring. Interconnecting piping and wiring, all components mounted on the skid will be completely wired and piped. Field service, one service technician shall be supplied as follows: One trip and four days for start-up and training Clarifications, Exceptions & Recommendations: This proposal is for a new Skid Mounted 1.0 M Belt Filter Press in lieu of the trailer mounted belt filter press specified. We take exception to the entire specification and offer our standard equipment as detailed above. Below is a list of the major differences between the equipment offered and the specification. Please note: this is not a complete list. This only shows the major items that are different. 1.1 As noted above the unit offered will be a skid mounted system in lieu of the trailer mounted system specified. Also, no platforms are offered with this equipment. Page 25 of 211 As there were no drawings depicting the anticipated layout for this system, the conveyor offered will be our standard conveyor designed to convey the dewatered sludge from the belt filter press to a dumpster. 1.2 The Klampress G3 100 can meet the process requirement as long as the polymer is measured on an active lbs/ton basis. 2.5 The static, in -line venturi mixer will be 316 stainless steel with the exception of the carbon steel galvanized arm and counterweight. 2.6 We offer our standard system in -line liquid polymer feed system which is manufactured by Fluid Dynamics. No dry polymer system with tanks, mixers, etc are offered with this quote. 2.7 As noted above, a dry polymer system as described in this section is not included in our quote. 2.8 For the performance specified and the capacity of the equipment offered, a sludge feed pump with a range of 20-200 gpm is not necessary. We are offering our standard Seepex Sludge Pump as noted above. 2.9 The skid under the Klampress G3 will be hot dipped galvanized and then painted as specified; however the sump pan will be carbon steel galvanized only in lieu of 304 stainless steel. 2.10 As noted above, no trailer is offered with this quotation, nor will the skid contain any lighting, curtains, roof, tool box, handrails, catwalks, etc. The hoses offered will be our standard hoses in lieu of the specified hoses. 2.12 The conveyor offered will be a CEMA design and construction (our standard belt conveyor) in lieu of the slider bed design. The conveyor will not be transportable. 3.3 The unit will be a new unit. Delivery in 10 days cannot be met. We can deliver the skid assembly within 16-18 weeks after approval and release to manufacture. Interconnecting piping and wiring between Alfa Laval Ashbrook equipment and other ancillary equipment shall be by others. Unless otherwise specified in this proposal, all installation of equipment supplied by Alfa Laval Ashbrook shall be by others. Unless otherwise listed the polymer and lab services for the performance test and start-up shall be by others and is not part of Alfa Laval Ashbrook's scope of supply. Unless otherwise specified in this proposal, all local motor disconnect devices and/or local motor lock- outs that may be required by a governing electrical code shall be provided and installed by others. Page 26 of 211 Total price: $ See Bid Form, F.O.B. Houston, TX, with freight allowed to jobsite. Offloading to be by others. Purchase Orders should be made to "Alfa Laval Ashbrook Simon -Hartley, Inc." Proposal Acceptance: This proposal is offered for acceptance within sixty (60) days from date of this quotation or date of bid opening, whichever is the later date. Prices are subject to review thereafter. Prices are firm, based upon receipt of a Purchase Order and notice to proceed within this sixty (60) day period. Submittal Drawings: Mechanical submittal and drawings on the preceding equipment will be submitted in accordance with the required delivery date of the equipment and after receipt of a firm purchase order. Note: A purchase order signed by both Alfa Laval Ashbrook and the purchase order originator must be executed prior to any submittal being forwarded. Alfa Laval Ashbrook has allowed thirty (30) days for the review and return of submittal drawings. Delays caused by slow return of submittals or other manufacturing delays caused by the contractor, owner, owner's agent or engineer may result in additional charges of 1 % per month for such delays or part thereof, or may delay shipment of the equipment as noted below. Shipment: Shipment on the preceding equipment can typically be made within sixteen to eighteen (16-18) weeks from receipt of approved submittals and/or release to manufacture. If your delivery needs are more urgent, please contact us at the time of order placement to confirm current production schedules. Early shipment of embedded metal work can usually be made, but will be shipped at the purchaser's expense. Escalation Charges: In the event that delivery of equipment cannot be made on the scheduled delivery date agreed upon between Alfa Laval Ashbrook and Purchaser and as evidenced by the terms of the contract, due to Purchaser delay, Ashbrook reserves the right to assess reasonable escalation charges to the project at the rate of 1% per month of the contract value for material price escalation for each month that the project is delayed. Given the current volatility in steel prices over the past twelve months, Alfa Laval Ashbrook has made this offer based upon shipment of the offered products contained herein within the schedule dictated above. Should the projected shipment schedule fall outside this period for any reason, pricing shall be subject to review and revision. Page 27 of 211 Terms: Alfa Laval Ashbrook's Standard Terms and Conditions are enclosed and apply in their entirety. All applicable sales, use or other taxes are to be paid by Purchaser. If any taxes are to be paid by seller, the quotation price shall automatically be increased by the same amount. Failure to pay invoices promptly when due nullifies Alfa Laval Ashbrook's obligation to perform work under warranty, installation and start-up in a timely manner. All orders are subject to credit approval prior to acceptance of contract or purchase order. General Notes: There is no provision included in the quoted price, unless noted, for field erection supervision, tests, inspections or adjustment of equipment. If factory representative is required for any of these services, please refer to "Service Terms" enclosed. The equipment offered by Alfa Laval Ashbrook is our standard design, materials and manufacture. In the event that these items of equipment are subject to any alteration in design or materials or manufacture by the contractor, owner, owner's agent or engineer, such alterations shall be subject to change in the contract price and/or delivery schedule. Again, we thank you for the opportunity to offer this proposal. Should you have any questions, please feel free to contact us, or our representative noted below. Sincerely, Rod %d4cu%i Regional Sales Manager cc: Coombs -Hopkins Page 28 of 211 ALFA LAVALASHBROOK SIMON-HARTLEY, INC ("ALFA LAVAL ASHBROOK") (STD TRM&CND Rev 5, 2Mar09) SERVICE TERMS 1. Rates Domestic Rates (Continental U.S.) Monday -Friday Service Technicians $ 950/day Process Technicians $1,150/day Process Engineers $1,950/day International Rates Service Technicians $1,150/day Process Technicians $1,350/day Process Engineers $2,150/day Above rates are based on an 8-hour man -day during normal working hours and are in U.S. Dollars. Travel time is included as working time. All overtime, in excess of 8 hours per day worked and Saturdays, shall be billed at time and a half. Sundays and U.S. holidays shall be billed at double time. Parts and expenses billed additionally. Payment Terms - payable immediately upon receipt of invoice. Service may be refused to any area designated as High Risk by Alfa Laval Ashbrook, such refusal shall take precedence over any other agreed terms. 2. Minimum Billing A minimum charge of 1/2 day's time shall be billed. Billing shall be made in 1/2 day increments for time each day at job and/or traveling during normal working hours. For example, five hours spent on job and/or traveling to jobsite shall be billed as one full 8- hour day. 3. Normal Working Time Eight hours per day with one hour for lunch, Monday - Friday, except observed U.S. holidays. 4. Travel Travel arrangements are made with 14-day advance purchase. Should the agreed travel dates change due to no fault of Ashbrook and additional costs be incurred, such costs shall be chargeable to the Customer. Travel expenses include but are not limited to: • Plane fares, train fares and/or automobile rental to and from Alfa Laval Ashbrook's facility in Houston, Texas, to the Customer's plant or jobsite. • Private automobile travel at the current IRS published rate. • Expenses, tolls and fares associated with all local travel. • Living expenses for lodging, meals and incidental costs. • Telephone calls and wires, as required in connection with the details of the service. • When Alfa Laval Ashbrook's technician goes from job to job rather than returning to his headquarters, an equitable distribution of the travel charges shall be made. A 20% overhead charge will be added on all travel and living expenses. 5. Parts All parts supplied shall be billed at Ashbrook's list selling prices. Service work by others under our authorization shall be billed at our cost plus 20% overhead. 6. Limits of Liability While Alfa Laval Ashbrook's technicians are authorized to work on Ashbrook equipment, all responsibility for operation remains and rests with the Customer. In no event shall Alfa Laval Ashbrook be liable for damages or injuries of any kind, including but not limited to incidental, consequential, direct or indirect damages, resulting from or caused by any product furnished or service performed by Alfa Laval Ashbrook. Consequential damages for the purposes of this agreement shall include, but not be limited to, loss of use, income or profit, or loss of or damage to property occasioned by or arising out of the operation, use, installation, repair or replacement of the equipment or otherwise. 7. Authorization Alfa Laval Ashbrook shall not make any travel arrangements or commence any service work until an executed Purchase Order for the work has been received from the Customer. Page 29 of 211 WARRANTY(STD TRM&CND Rev S, 2Mar09) ALFA LAVAL ASHBROOK SIMON-HARTLEY, INC ("Alfa Laval Ashbrook") warrants for a period of twelve (12) months from start up, not to exceed eighteen (18) months from date of shipment, the new equipment of its own manufacture to be free from defects in material and workmanship under normal use and service when used and maintained in accordance with Operation and Maintenance Instruction Manual supplied by Alfa Laval Ashbrook. Alfa Laval Ashbrook's obligation under this warranty being limited to repairing or replacing, at its option, any part found to its satisfaction to be defective, providing that such part is, upon request, returned to Alfa Laval Ashbrook's factory, freight prepaid. This warranty does not cover parts damaged by decomposition from chemical action or wear caused by abrasive materials, nor does it cover damage resulting from misuse, accident, neglect or from improper operation, maintenance, installation, modification, or adjustment. This warranty excludes consumable parts, which are warranted for a period of thirty days from start up. THIS IS ASHBROOK'S SOLE WARRANTY WITH RESPECT TO THE SUPPLIED EQUIPMENT. ALFA LAVAL ASHBROOK MAKES NO OTHER WARRANTY OF ANY KIND WHATSOEVER, EXPRESS OR IMPLIED, AND ALL WARRANTIES OF MERCHANTABILITY AND/OR FITNESS FOR A PARTICULAR/INTENDED PURPOSE ARE HEREBY DISCLAIMED BY ALFA LAVAL ASHBROOK AND EXCLUDED. Alfa Laval Ashbrook shall not be liable for indirect or consequential damages, whether or not caused by its neglect. Consequential damages for the purposes of this agreement shall include, but not be limited to, loss of use, income or profit, or loss of or damage to property occasioned by or arising out of the operation, use, installation, repair or replacement of the equipment or otherwise. Alfa Laval Ashbrook's liability under no circumstances shall exceed the contract price for equipment claimed to be defective or unsuitable. "Start up" for the purpose of this agreement shall be the date when the equipment is first placed into operation regardless of the status of other items, i.e. sludge feed systems, polymer feed systems, conveyors, etc., at that time. All parts repaired or replaced under this warranty shall continue coverage on a prorated basis of the original warranty. Ashbrook shall in no event be liable for damage caused by acts of force majeure, including but not limited to acts of war, fires, acts of God, strikes and labor difficulties, acts of governmental or military authorities, civil unrest, or causes of any kind beyond Ashbrook's control. Service may be refused to any area designated as High Risk by Alfa Laval Ashbrook. This refusal shall take precedence over any other agreed terms. Page 30 of 211 TERMS AND CONDITIONS OF SALE These Terms and Conditions Apply to All Quotations, Orders, and Contracts for Alfa Laval Inc. Products (hereafter "Equipment"). As used in these Terms and Conditions of Sale, the word "Equipment" includes all hardware, parts, components, software and options. 1. ACCEPTANCE: Our sale to you is limited to and expressly made conditional on your assent to the terms and conditions of sale herein and, if applicable, on the attendant quotation, both of which form a part of this order and which supersede and reject all prior agreements, representations, discussions or negotiations, whether written or oral, with respect hereto and any conflicting terms and conditions of yours, or any statement therein, whether or not signed by you. We will furnish only the quantities and Equipment specifically listed on the face hereof or the pages attached hereto. We assume no responsibility for terms or conditions of, or for furnishing other equipment or material shown in, any plans and/or specifications for a project to which the Equipment quoted or ordered herein pertain or refer. 2. PRICES: Unless otherwise specified in writing, all quoted prices are firm for thirty (30) days from the date of offer. Stenographic, clerical and mathematical errors are subject to correction. 3. DELIVERY: Dates for the furnishing of services and/or delivery or shipment of Equipment are approximate only and are subject to change. Quoted lead times are figured from the date of receipt of complete technical data and approved drawings as such may be necessary. We shall not be liable, directly or indirectly, for any delay in or failure to deliver caused by carriers or delays from labor difficulties, shortages, strikes or stoppages of any sort, failure or delay in obtaining materials from ordinary sources, fires, floods, storms, accidents, or other acts of God or force majeure, by any statute, regulation, administrative order or decree or order or judgment of a court of law or other causes beyond our reasonable control. Unless otherwise specifically agreed in writing by us, in no event shall we be liable for any damages or penalties whatsoever, or however designated, resulting from our failure to perform or delay in performing due to any of the causes specified in this paragraph 3. 4. SHIPMENT, RISK OF LOSS, TAXES: Prices are in U.S. Dollars, F.O.B. Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees, insurance, packing and handling as applicable are not included unless otherwise noted. Our prices do not include federal, state, municipal or other government excise, sales, use, occupational, processing, transportation or like taxes now in force or enacted in the future. You shall pay any taxes we may be required to collect or pay now or at any time in the future (including interest and penalties imposed by any governmental authority), or any taxes you may be required to pay, that are imposed upon the sale, delivery or support of Equipment purchased or licensed as a part of this order, or you shall provide us with a tax exemption certificate acceptable to the appropriate taxing authorities. 5. CREDIT AND PAYMENT: Unless otherwise noted on the face hereof payment for Equipment shall be (30) days net. Pro rata payments shall become due with partial shipments. Any discount period which may be granted by us begins on the invoice date and all payments are due 30 days after the invoice date. All payments shall be made without deduction, deferment, set-off, lien or counterclaim of any nature. All amounts due not paid within 30 days after the date such amounts are due and payable shall bear interest at the lesser of 1.5 percent per month or the maximum rate of interest allowed by law. We reserve the right at any time to suspend credit or to change credit terms provided herein, when, in our sole opinion, your financial condition so warrants. Failure to pay invoices when such invoices are due and payable, at our election, shall make all subsequent invoices immediately due and payable irrespective of terms, and we may withhold all subsequent deliveries until the full account is settled. We shall not, in such event, be liable for delay of performance or nonperformance of contract in whole or in part subsequent to such event. Page 31 of 211 6. CANCELLATIONS AND CHANGES: Orders which have been accepted by us are not subject to cancellation or changes in specification except upon prior written agreement by us and upon terms that will indemnify us against all losses resulting from or arising out of such cancellation or change in specifications. In the absence of such indemnification, we shall be entitled to recover all damages and costs of whatever nature permitted by the Uniform Commercial Code. 7. DEFERRED SHIPMENT: If shipment is deferred at your request, payment of the contract price shall become due when you are notified that the Equipment is ready for shipment. If you fail to make payment or furnish shipping instructions we may either extend the time for so doing or cancel the contract. In case of deferred shipment at your request, storage and other reasonable expenses attributable to such delay shall be payable by you. 8. EQUIPMENT WARRANTY AND REMEDY: (a) For new Equipment only, we warrant to you that the Equipment that is the subject of this sale is free from defects in design (provided that we have design responsibility), material and workmanship. The duration of this warranty is twelve (12) months from delivery to you (the "Warranty Period"). If you discover within the Warranty Period a defect in design, material or workmanship, you must promptly notify us in writing. Within a reasonable time after such notification, we will correct any such defect with either new or used replacement parts, at our option. Such repair, including both parts and labor, is at our expense. (b) For repairs, parts and service provided by us, we warrant to you that the repairs parts and service we provide to you will be free from defects in material and workmanship. The duration of this warranty is ninety (90) days from as applicable (i) the date the machine which required the repairs, parts or service is returned to you by us, (ii) the date of your receipt of the part, or (iii) the date of repair, if performed at your facility. If during this ninety day period you discover a defect in the repairs, parts or service you must promptly notify us in writing. (c) All warranty service is subject to our prior examination and approval and will be performed by us at your facility or at service centers designated by us. All transportation to and from the designated service center will be at our expense. If we are unable to repair the Equipment to conform to the warranty after a reasonable number of attempts, we will provide, at our option, one of the following: (i) a replacement for such Equipment, or (ii) full refund of the purchase price. These remedies are your exclusive remedies for breach of warranty. Unless otherwise agreed in writing by us, our warranty extends only to you and is not assignable to or assumable by any subsequent purchaser, in whole or in part, and any such attempted transfer shall render all warranties provided hereunder null and void and of no further force or effect. (d) We will use all reasonable efforts to obtain for you any manufacturer's guarantees or warranties for any sub -assemblies included in the Equipment. To the extent such warranties are assignable, we hereby assign to you all warranties that are granted to us by our suppliers of any sub -assemblies contained in the Equipment. (e) The warranties set forth above are inapplicable to and exclude (i) any product, components or parts not manufactured by us or covered by the warranty of another manufacturer, (ii) damage caused by accident or the negligence of you or any third party, normal wear and tear, erosion, corrosion or by disasters such as fire, flood, wind and lightning, (iii) damage caused by your failure to follow all installation and operation instructions or manuals or to provide normal maintenance, (iv) damage caused by unauthorized or improper installation of attachments, repairs or modifications, (v) damage caused by a product or component part which we did not design, manufacture, supply or repair, or (vi) any other abuse or misuse by you or any third party. 9. LIMITATION OF LIABILITY: In no event shall we be liable, and you hereby waive any claims against us and release us from liability to you, for any indirect, special, punitive, incidental, or consequential damages whatsoever based upon breach of warranty, breach of contract, negligence, strict tort, or any other legal theory. Excluded damages include, but are not limited to, loss of profits, loss of savings or revenue, loss of use of the Equipment or any associated equipment, cost of capital, cost of any substitute Equipment, facilities or services, downtime, the claims of third parties including customers, and injury to property. This limitation does not apply to claims for personal injury. Some states do Page 32 of 211 not allow limits on warranties, or on remedies for breach in certain transactions. In such states, certain of the limitations in this paragraph and in subparagraph 8(c) may not apply. 10. OWNERSHIP: All drawings, designs and specifications supplied by us have been prepared or assembled by us and are solely our property. Such drawings, designs and specifications have been furnished in order to provide full documentation and on the condition that they shall not be reproduced or copied in any manner whatsoever, in while or in part, except for your internal use as necessary, and upon the further condition that, as our sole property, they shall not be used, in while or in part, for furnishing information to others or for any purpose not specifically authorized in a writing signed by one of our corporate officers. These ownership provisions shall not be superseded by any printed form used in connection with or arising out of a sale induced by a proposal or otherwise. 11. PATENT INFRINGEMENT (a) We warrant that the Equipment in the condition sold to you is free of the rightful claim of infringement of any apparatus claims of any third -party U.S. patent issued as of the date of our acknowledgement and acceptance of your order, and we will defend, indemnify and hold you harmless from such claims; provided, however, we make no express or implied warranties of non -infringement and undertake no indemnification in respect of third -party rights where the alleged patent infringement is based upon or related to (i) any method, process or product claims in third -party U.S. patents; (ii) any combination of the Equipment with other equipment not supplied by us; or (iii) any modifications of the Equipment made by you and not approved by us. (b) You shall notify us within 30 days of your receipt of notice of an alleged third -party patent infringement claim that would entitle you to patent infringement indemnification pursuant to paragraph 11(a), and we shall thereupon assume defense of the claim at our expense. We shall have the sole right to settle or otherwise compromise such a third - party claim, including but not limited to the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then -current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. (c) If a third party charges us with patent infringement relating to Equipment sold by us to you, we shall have the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then -current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. If a third party charges us with patent infringement on the bases set forth in paragraph 11(a)(i), (ii) or (iii), you shall hold us harmless for all expenses and awards of damage assessed against us, and we shall also have the right to modify or repurchase the Equipment or to secure rights for continued use by way of assignment or license as set forth in this paragraph. (d) Our total, cumulative liability under paragraphs 11(a), (b) and/or (c) is limited to 100% of the price paid to us by you for the Equipment. 12. SAFETY AND HEALTH STANDARDS: The Equipment described herein (or on the specifications provided herewith) complies with applicable safety and health standards issued pursuant to the Occupational Safety and Health Act of 1970 (the Act) and in effect on this date as such standards are interpreted and understood by us. These standards may be amended and/or their meaning may be clarified prior to shipment or performance, and if such change or clarification requires changes in the Equipment described herein, we shall make the necessary changes available to you. You shall pay for any and all such changes at our prices therefore in effect at time of shipment or performance, as the case may be. Because actual compliance by employers with the Act is beyond our control, we cannot and do not represent that the use of the Equipment described herein, nor the location, installation or maintenance thereof, will comply with the Act or regulations and standards issued pursuant thereto. We make no representation of compliance with safety and health standards contained in any statute, regulations or ordinance of any state or political subdivision thereof applicable to the Equipment described herein unless you have notified us of the existence and contents of such standards and we have agreed in writing to the incorporation of such standards in the specifications relating to such Equipment. Nothing in this provision shall operate to modify or affect in any manner whatsoever our disclaimer of any liability for consequential damages contained elsewhere in these terms and conditions of sale. Page 33 of 211 13. INSPECTION: Upon prior written notice, you may make reasonable inspections of Equipment at our facility. We reserve the right to determine the reasonableness of the request and to select an appropriate time and location for such inspection. You agree to execute appropriate confidentiality provisions upon our request prior to visiting our facility. All costs of inspection shall be solely determined by us and shall be payable by you. No inspection or expediting by you at the facilities of our suppliers is authorized. 14. SOFTWARE PROVISIONS: If software is provided hereunder, you are granted a nonexclusive, royalty free license only for your use of the software provided with our Equipment. Under this license you may: (i) use our software in machine readable object code only and only with the Equipment provided; (ii) copy our software into any machine readable object code form for back up purposes in support of your use of our software on the Equipment provided; and (iii) create one additional copy of the software for archival purposes only. This license may not be assigned, sublicensed or otherwise transferred by you without our prior written consent. You hereby recognize and acknowledge that the software provided to you hereunder comprises valuable trade secret and/or copyright property of Alfa Laval [or its licensor] and you covenant that you will take adequate precautions against access to the software by, or disclosure of the software to, anyone not authorized hereunder to use or have access to the software. 15. TIME LIMIT FOR BRINGING SUIT: Any action you file against us, whether for breach of contract, including but not limited to breach of warranty, or for negligence or strict tort, must be commenced within 90 days following the expiration of the Warranty Period. 16. MODIFICATION OF TERMS: The terms and conditions of sale set forth herein are an integral part of our proposal and/or confirmation of order. These terms shall not be deemed altered or modified by printed or other "standard" terms in a purchase order, acceptance or similar document. Our confirmation or acknowledgment of any order is with the express understanding that all printed or other "standard" language on any such documents submitted by you will be entirely disregarded to the extent that it varies from the terms and conditions of this proposal/order which may be modified only by typed or handwritten language in the body of your order, acceptance or similar document, together with a written acknowledgment and acceptance of such modification by us. 17. LIMITATION ON WARRANTIES: THE WARRANTIES SET FORTH HEREIN ARE IN LIEU OF ANY OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING AN IMPLIED WARRANTY OF MERCHANTABILITY, AN IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND AN IMPLIED WARRANTY OF NONINFRINGEMENT. WE HEREBY EXPRESSLY EXCLUDE FROM THIS CONTRACT THE IMPLIED WARRANTY OF MERCHANTABILITY, THE IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND THE IMPLIED WARRANTY OF NONINFRINGEMENT. OUR WARRANTIES AND LIABILITIES HEREUNDER ARE LIMITED AS STATED HEREIN. 18. APPLICABLE LAW: Any controversy or claim arising out of the contract or the breach thereof shall be finally decided with binding effect on both parties by the courts of Virginia and in accordance with the laws of the Commonwealth of Virginia, without giving effect to the provisions thereof relating to conflict of laws. THE EQUIPMENT AND PARTS DESCRIBED IN THESE TERMS AND CONDITIONS OF SALE MAY CAUSE INJURY IF NOT OPERATED PROPERLY AND FOR THIS REASON ALL OPERATORS SHOULD BECOME THOROUGHLY FAMILIAR WITH THE OPERATING INSTRUCTIONS BEFORE OPERATING THE EQUIPMENT. Page 34 of 211 B4MATR7.DWG UTILITIES: WATER: 2" QUICK CONNECT SLUDGE PUMP: 4" QUICK CONNECT PANEL: 480V, 3ph, 60Hz, 80 AMPS WITH GROUND POLYMER: 1/2" NPT SKID DRAIN: 8"-150# RF FLANGE NOTE: PANEL MUST BE GROUNDED BEFORE OPERATING WHEN LIFTING SKID USE THESE POINTS FOR WRAPPING CABLE, CHAINS ETC. DETAIL CONTROL PANEL (480-3ph-60HZ) SEE NOTE POLYMER UNIT POLYMER DRAIN 1/2" NPT POLYMER INLET 1/2" NPT 6 X 4 VENTURI MIXER 2" QUICK COUPLING SLUDGE PUMP 4" QUICK COUPLING WASHWATER BOOSTER PUMP POLYEMER UNIT CONTROL PANEL —� SKID LIFTING POINT SEE DETAIL CONTROL PANEL I I i — �,; L r n e ini1 ��a- I I I -* 11111111M WHEMENNEME �. V-r9 C �I *=, ifio 11111111■11111■1 61_ ■ENEM 1I 111111. ilk • APhli ►E �E I- ►y C- jC- i- - c 1 �` �F } i1 } 1 �. II �IIMIM A A TC �C 1 ►�C �I IMMLWI' —ICI I�,,E%1121Wia • -1 t TaYi, 104 REF. L SKID DRAIN 8"-150" RF FLANGE 309 KLAMPRESS (1.0 METER) 154 1/2 24 x 24 CAKE CHUTE CAKE DISCHARGE AREA �12 9/16 i 123 9/16 64 11/16 REF. TOLERANCE UNLESS NOTED asns= mvplONR FRACTION X. x.x X.XX X.XXX INCHES +/— 1/32 +/-0.100 +/-0.030 +/-0.015 +/-0.005 MILLIMETERS N/A +/-3.0 +/-1.0 +/-0.5 +/-0.1 REV 1 2 3 4 5 6 DATE DESCRIPTION BY API'D REV 7 8 9 10 11 12 DATE DESCRIPTION BY APP'D Page 35 of 211 ISOHM THIS DRAWING HAS NOT BEEN PUBUSHED AND IS THE SOLE PROPERTY OF ASHBROOK SIMON-HARTLEY OPERATIONS LP. IS LENT TO THE BORROWER FOR HIS CONFIDENTLIL USE ONLY. IN CONSIDERATION OF THIS LOAN, THE BORROWER PROMISES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. DRAWN MCA CHECKED MCA APPROVED MCA Nur ASSY N/A DATE 8/20/12 DATE 8/20/12 DATE 8/20/12 WEIGHT N/A NOTE: 1)DEBURR ALL SHARP EDGES. 2)MARK WITH PART NUMBER PER WORK OR PURCHASE ORDER AshThroiZIMOVT]E,g0`�� Ashbrook Simon —Hartley Operations LP. 11600 East Hardy Road Phone: 281-449-0322 Houston, Texas 77093 FAX: 281-449-1324 TITLE GENERAL ARRANGEMENT SKID ASSEMBLY 1.0m KLAMPRESS 94 EXTENDED SCALE 1/48 CUSTOMER SALUDA, SC DWG. NO. SK004206 REV 0 ALFA LAVAL PROPOSAL (USED EQUIPMENT) Page 36 of 211 Agenda CITY OF MOAB INVITATION TO BID Dewatering Press The City of Moab is now accepting sealed bids for a Dewatering Press for the Waste Water Treatment Plant in the Public Works Department. Bid specs are available online at: www.bidsync.com or may be picked up at the Recorder's Office at the Moab City Offices, 217 East Center Street, Moab, Utah 84532. All bids must be turned in to the City of Moab Recorder's Office, or submitted through www.bidsync.com by 3:00 p.m. on Friday, June 13, 2014 at 217 East Center Street, Moab, Utah 84532. Bids must be turned in on City of Moab's spec sheet. The City of Moab reserves the right to reject any and all bids; or waive any informality or technicality in any bid. For further information, please contact the Recorder's Office at (435) 259-5121 or visit our website at www.moabcity.org. /s/ Rachel E. Stenta City Recorder/Assistant City Manager Published in the Times Independent May 29 and June 5, 2014 Page 37 of 211 Agenda CITY OF MOAB c/o CITY RECORDER 217 E CENTER STREET MOAB, UT 84532 MOAB CITY BID SPEC SHEET MOAB CITY WASTEWATER TREATMENT PLANT DEWATERING PRESS *** DEADLINE FOR ALL BIDS IS FRIDAY, JUNE 13, 2014 AT 3:00 PM *** IF YOU WISH TO FAX YOUR BID, PLEASE USE THE FOLLOWING FAX TELEPHONE NUMBER: (435) 259-4135. ALL BIDS MUST BE TURNED INTO MOAB CITY OFFICES ON THIS BID SHEET. PROPOSAL FORM TO: The City of Moab The undersigned hereby declares that they have carefully examined the requirements of the specifications contained herein, and propose to furnish and deliver to the City of Moab the apparatus listed below. ONE (1) Dewatering Press PURCHASE PRICE: $ 203,000.00 DELIVERY, START-UP AND TRAINING: $ 12,000.00 TOTAL: $ 215,000.00 (In Words) Two hundred and fifteen thousand, and 00/100 Moab City Dewatering Equipment Bid 1 Page 38 of 211 Warranty shall be provided per Section 464322 paragraph 1.5. Supplier may furnish a higher level of warranty protection if specified below: We are including a 12 month warranty on the equipment Company Name: Alfa Laval Ashbrook Simon - Hartley inc. City/State/zip: Houston/TX/77093-1098 Company Phone Number: 800.362.9041 Authorized Company Signature: Moab City Dewatering Equipment Bid 2 Page 39 of 211 Agenda CITY OF MOAB TECHNICAL SPECIFICATIONS FOR SLUDGE DEWATERING EQUIPMENT Section A — Dewatering Equipment COMPLY Yes No 1.0 INTENT X It is the intent of this specification to provide for the purchase or lease of dewatering equipment for the Moab Wastewater Treatment Plant. In comparing proposals, consideration will not be confined to price only. The successful bidder will be one whose product is judged to best serve the interests of the City when price, product, safety, quality and delivery are considered. The City of Moab reserves the right to reject any or all bids or any part thereof, and to waive any minor technicalities. A contract will be awarded to the bidder submitting the lowest responsible bid meeting the requirements of this specification. 2.0 EQUIVALENT PRODUCT Bids will be accepted for consideration on any make or model that is equal or superior to the dewatering equipment specified. Decisions of equivalency will be at the sole interpretation of the City of Moab's Department of Public Works. A blanket statement that equipment proposed will meet all requirements will not be sufficient to establish equivalence. Original manufacturer's brochures of the proposed unit are to be submitted with the proposal. All modifications made to the standard production unit described in the manufacturer's brochures must be certified by the manufacturer and submitted with the bid, or the bid will be deemed "non -responsive" and rejected without further review. Bidder must be prepared to demonstrate a unit similar to the one proposed, if requested. COMPLY Yes No X COMPLY Yes No 3.0 INTERPRETATIONS X In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specification documents or any part thereof. Every request for such a consideration shall be submitted in writing on Bid Sync. Based upon such inquiry, the City may choose to issue an Addendum. Moab City Dewatering Equipment Bid 3 Page 40 of 211 Agenda COMPLY Yes No 4.0 GENERAL X The specification herein states the minimum requirements of the City. All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The City of Moab will consider as "irregular" or "non -responsive" any bid not prepared and submitted in accordance with the bid document and specification, or any bid lacking sufficient technical literature to enable the City to make a reasonable determination of compliance to the specification. It shall be the bidder's responsibility to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (COMPLY: YES NO) will cause the proposal to be rejected without review as "non -responsive". All variances, exceptions and/or deviations shall be fully described in the appropriate section. Deceit in responding to the specification will be cause for rejection. 5.0 DEWATERING EQUIPMENT SPECIFICATIONS 5.1 Equipment and services comply with all specifications listed in Section 464322 — Sludge Dewatering Equipment. COMPLY Yes No X COMPLY 6.0 DELIVERY, START-UP AND TRAINING Yes No 6.1 Dewatering Equipment shall be delivered F.O.B. to the City of Moab X Wastewater Treatment Plant in first class operating condition. 6.2 Acceptance shall be subject to the inspection and approval of the City. X 6.3 Bidder shall state delivery time after receipt of order: X Delivery as early as July 16, 2014 6.4 Bidder shall provide Installation Supervision and Start -Up services per the X specification. 6.5 Bidder shall provide a minimum of two (2) days of training for Moab City X staff on proper operation, maintenance of the equipment. Training Costs shall be included as part of the bid. Moab City Dewatering Equipment Bid 4 Page 41 of 211 7.0 REFERENCES Bidder shall provide five (5) supporting favorable references for the City's approval. Name Phone Email City of Bryan, TX/Stanley Garner - 979-324-9832 Ak Chin WWTP/Ray Pulver - 520-568-1152 - RPulver@ak-chin.nsn.us Sanford South WWTP/Andy Moherek - 321-363-6716 Wisconsin Dells WWTP/Les Grant - 608-253-2171 P Street #2 WWTP/Danny Kelley - 479-784-2402 8.0 EXCEPTIONS AND DEVIATIONS Bidder shall fully describe every variance, exception and/or deviation. Provide all necessary documentation related to the deviation. Additional sheets may be used if required. The unit we are proposing is an upgrade to the standard two belt machine. Our proposal for a Klampress type 94 three belt machine has an additional gravity section to further aid in the dewatering of lower percent sludges. Exceptions are as follows: 1) 1.1.E.1 page 1: ss sump. Ours is carbon steel galvanized 2) 1.1.E.1 page 1: ss catwalks. Ours is carbon steel galvanized. 3) 1.1.E.3 page 1: ss valves for the pumps, polymer system etc. for winterized purposes. We have standard PVC valves. 4) 1.1.E.4 page 1: sludge magnetic flow meter. None on the trailer. 5) 1.1.E.5 page 1: plant water flow meter to monitor and record water usage. None on the trailer. 6) 2.4.B - D page 4: repainting of pre -purchased motors, cylinders, gearbox, etc with Tenemec #66 coating system. All on the trailer have standard painting from the vendors. 7) 2.5.D.7 page 6: 316ss hydraulic cylinders. Ones on the unit are fiberglass. 8) 2.5.K..2 page 8: PVC conduit. Trailer has a combination of flex conduit, SO cords and some PVC conduit. 9) 2.6 Page 8: Polymer Feed system: Our polymer system does not meet the specs. Specs requires LMI pumps. Polymer system on the trailer consist of (2) ss tanks (size unknown) with mixers and progressive cavity pumps. 10) 2.7 PAGE 8: Dry Polymer System: Specs requires (2) 500 gallon ss tanks. No dry polymer system on trailer. 11) 2.10 page 10: No ss tool box, no four corner curtain latching, no silver color curtain, no ss catwalks or handrails. 12) 2.11 page 10: We have no drive stations at all equipment with stop/start switches and lights. 13) 2.12 page 12: Conveyor on the trailer is carbon steel galvanized, 11 feet long with motor starter in main panel See attached proposal for additional information Moab City Dewatering Equipment Bid 5 Page 42 of 211 SECTION 464322 — SLUDGE DEWATERING EQUIPMENT PART 1 -- GENERAL 1.1 THE REQUIREMENT A. The SUPPLIER shall furnish all labor, materials, equipment and incidentals required to engineer, furnish and install one (1) complete trailer -mounted belt filter designed for dewatering anaerobically digested sludges as specified herein and in accordance with the Contract Documents. B. The SUPPLIER shall field verify all dimensions and capacities required for fabricating the new sludge dewatering and conveying equipment. C. The term SUPPLIER shall be defined as company/firm responsible for supplying, installing, starting, training and service of the complete package system that includes the belt filter press, trailer, and all support equipment and appurtenances required to make the sludge dewatering system a complete and fully operational system as specified herein. D. The anaerobically digested sludge shall be conveyed to the mobile trailer unit from an existing discharge pipe and valve located at the plant's drying beds. The SUPPLIER shall furnish all 4-inch diameter couplings, hoses, valves etc. required to pipe the sludge from the discharge pipe to the mobile trailer. Furnish 100 lineal feet of required hose with fittings and appurtenances. The Plant's potable water shall be furnished in a similar fashion adjacent the Digester Building. Provide 100 lineal feet of 2-inch diameter high pressure hose with fittings and appurtenances. The belt filter press filtrate shall be discharged to the gravity drain located in front of the drying beds. The SUPPLIER shall include the flexible hose and couplings required convey the BFP filtrate to the supernatant drain line. Furnish 50 lineal feet of required hose with fittings and appurtenances. E. Single SUPPLIER: A single SUPPLIER shall be responsible for a complete and integrated package including the following: 1. The SUPPLIER shall provide one complete trailer mounted 1.0m belt filter press dewatering system as specified herein. The system shall include the press, hydraulic unit, water supply booster pump, discharge chute, sludge pump, polymer system, used air ride trailer, soft side curtains, stainless steel sump, stainless steel catwalks with aluminum grating and all electrical controls. 2. The belt filter press manufacturers are advised to familiarize themselves with the overall plant process in order to evaluate the compatibility of the manufacturer's equipment to dewater the particular sludge generated. 3. All support equipment such as pumps, polymer system etc., must have stainless steel drain valves for winterization purposes. 4. Sludge magnetic flow meter to monitor record, verify and control flow rate and performance. 5. Plant water flow meter to monitor and record water usage. 6. Conveyor for sludge cake required to feed dewatering material to a bin or dumping bed. 1.2 DESCRIPTION OF SYSTEM AND PERFORMANCE CRITERIA A. Belt Press Operational Requirements: The belt press shall meet the following operating parameters when processing the sludge specified. Sludge Specifications: SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 43 of 211 PAGE Agenda 1. The sludge is an anaerobically digested municipal sludge with an average consistency of 2% to 4% by weight dry solids. B. Process Performance Test and Guarantee 1. The same model and type of dewatering equipment shall be demonstrated at the facility. The performance specified in this section shall be met by the equipment being demonstrated and shall be witnessed by the owner. Any manufacturer's equipment that previously met the outlined performance at the plant will be pre -approved. The owner reserves to reject or approve any bid proposals based on the on -site pilot demonstration requirement. The performance demonstration shall include at least three different days of processing the plant's anaerobically digested sludge. 2. Any alternates submitted shall include a complete equipment submittal including layout drawings, electrical drawings, equipment design calculations, component catalog cuts, contact list and performance guarantee that is based on their on -site pilot demonstration. All exceptions shall be clearly identified by the manufacturer with a cost to supply the component specified. Any exceptions not identified may lead to immediate rejection of the submittal by the engineer and owner. The cost to the engineer review shall be paid by the contractor submitting the alternate substitution. The cost of the review shall be billed at $200 per hour. A minimum of 20 hours will be required for review. The burden of proof of merit for the proposed item is upon the prospective bidder. The engineer and owner reserve the right to reject any and all alternate requests based upon their review. 3. Performance requirements: a. Sludge rate: 50-75 gpm. b. Solids loading rate: 500-750 Ibs dry solids per hour c. Cake solids content: 16-20% dry solids d. Solids capture rate: 92-95% e. Polymer usage: 15-25 Ibs. per ton of dry solids 4. The CITY reserves the Right to reject or approve any bid proposal based on the machine performance demonstration results and evaluation. 1.3 QUALIFICATIONS A. The belt filter press equipment shall be furnished by a single supplier who has a minimum of 10 years of experience in the supply of complete sludge dewatering equipment of the model and 1.0m size unit to be furnished. The SUPPLIER must be a company that specializes in the sales and service of dewatering equipment. The supplier shall have built a minimum of 10 enclosed, mobile units over the past fifteen (15) years, with five (5) supporting favorable references for the CITY's approval. The equipment shall be designed, constructed and installed in accordance with the best practices and methods. B. Should equipment which differs from the specifications be offered and determined to be equal to that specified, such equipment will be acceptable only on the basis that any revisions in the engineering, design and/or construction of the structure, piping, appurtenant equipment, electrical work, etc., required to accommodate such a substitution, shall be made at no additional cost to the City. C. The same model and type of dewatering equipment shall be demonstrated at the facility as that included in the bid proposal. The performance specified in this section shall be met by the equipment being demonstrated and shall be witnessed SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 44 of 211 PAGE Agenda by the CITY. The cost of the demonstration shall be at no additional cost to the CITY under this contract. D. The City reserves the right to reject any or all bids based on the qualifications listed above. E. Belt Press Manufacturer: 1. Ashbrook, model KP794RW, 1.0 meter mobile belt filter press 2. Approved equivalent. 1.4 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS ASTM A 36 Structural Steel ASTM A 48 Gray Iron Castings ASTM A 536 Ductile Iron Castings ASTM A240 Type 304 Stainless steel ASTM A 370 Standard Test Methods and Definitions for Mechanical Testing of Steel Products AWS D1.1 Structural Welding Code ABMA American Bearing Manufacturer's Association IEEE Institute of Electrical and Electronic Engineers ICEA Insulated Cable Electric Association NEC National Electric Code NEMA National Electrical Manufacturers Association OSHA Occupational Safety and Health Administration UL Underwriters' Laboratory 1.5 WARRANTY A. SUPPLIER warrants the equipment sold by for "Parts" for a period of (six) 6 months following purchase and delivery. MSD will repair or replace, at its' option, FOB at SUPPLIER's shop, any defective part or material provided prompt notification is rendered. B. SUPPLIER will warrant the belt press rollers, frame, motors, coatings etc. for the warranty period. The buyout items will be replaced at no cost to the owner as long as the equipment is operated and maintained per the maintenance manual provided by SUPPLIER. C. Pumps will be covered by this warranty if not ran dry, or if worn out due to pumping grit, sand or snail shells during digester cleaning. D. The repair or replacement of items such as light bulbs, grease, oil, belts, plows, Dr. blades, seals or chains, pump seals, etc., are not covered by this warranty and are considered normal consumption and routine maintenance. New belts are warranted by the Belt Manufacturer for 2,000 hours. E. SUPPLIER will not assume the cost of any modification or repair of its equipment, unless it specifically gives authority for such action. SUPPLIER disclaims any responsibility as a result of changes or additions by others made to its' equipment after shipment from the factory. F. In no event shall SUPPLIER be responsible for special or consequential damages of any nature, including, but not limited to loss of profits or revenues, loss of any equipment, cost of capital, cost of temporary facilities, downtime costs, or other claims brought as a result of breach of contract, warranty, or negligence. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 45 of 211 PAGE Agenda G. This warranty will be exclusive and in lieu of all others. Supplier makes no warranty as to fitness of its product(s) for any particular purpose of merchantability. PART 2 -- PRODUCTS 2.1 GENERAL DESIGN 2.2 The equipment covered by these specifications is intended to be belt filter press dewatering equipment or approved equivalent of proven ability as manufactured by reputable concerns having long term experience in the production of such equipment. The equipment shall be designed and constructed in accordance with the best practice and methods. 2.3 All components of the sludge dewatering equipment shall be engineered for long continuous and uninterrupted service. Provisions shall be made for easy lubrication, adjustment, or replacement of all parts. Corresponding parts of multiple units shall be interchangeable. Except as otherwise specified, steel plates and shapes shall have a minimum thickness of '/4 " and bolts shall have a minimum diameter of % ". A. All welding shall be in accordance with the latest acceptable codes of the American Welding Society ANSI/AWS D1.1. B. All material used in the construction of the sludge dewatering equipment shall be of the best quality and entirely suitable in every respect for the service required. All structural steel shall conform to the ASTM standard specification for structural steel, designation A36-77A. All iron casting shall conform to the ASTM standard specification for gray iron casting, designation A48-76, and shall be of a class suitable for the purpose intended. Other materials shall conform to ASTM specifi- cations where such specifications exist; the use of such material shall be based on continuous and successful use under the similar conditions of service. C. Unless otherwise specified herein, all metal parts in contact with polyelectrolyte or sludge shall be type 304L stainless steel. All fasteners, pins, and anchor bolts shall be type 304L stainless steel. D. All fiberglass -reinforced plastics (FRP) shall be manufactured in conformance with NBS standards PS15-69. 2.4 SURFACE PROTECTION A. Main Frame ferrous metals shall be hot -dipped galvanized per the latest revision of ASTM A123 specification. Flame sprayed galvanizing will not be allowed. After galvanizing the frame shall be primed with 4 mils and top coated with 4 mils of Urethane top coat. B. All pre -painted purchased equipment such as electrical motors, cylinders, gear boxes, etc., are to be painted with a final coat of the below system. All miscellaneous steel items will be sandblasted and covered with the following paint system: C. First coat of Tnemec #66 epoxy of contrasting color to a minimum of four (4) dry mils thickness. D. Apply a second coat of Urethane, finished color, minimum of four (4) mils thickness. Total thickness of the two (2) coats will be a minimum of eight (8) mils dry. E. The control panel enclosure shall be Nema 4 X constructed of type 304 stainless steel. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 46 of 211 PAGE Agenda 2.5 BELT PRESS A. Flocculation/Conditioning System To achieve rapid contact between sludge particles and a solution of dilute polyelectrolyte, provide: 1. A static, in -line, adjustable energy non -clogging Venturi mixer shall be provided. The mixer shall be equipped with a Vortex polymer injection ring with four (4) tangentially mounted polymer injectors. The mixer shall be located upstream of the belt filter press. The belt filter press supplier shall recommend the proper layout of the system. The in -line Venturi mixer shall be fabricated entirely of 316L stainless steel with an adjustable open throat area. The mixer shall include a removable side plate for inspection and maintenance. B. Dewatering Belts 1. Belts shall be seamed and fabricated of monofilament polyester, wear resistant plastic material or combination monofilament polyester and stainless steel material. The mesh design shall be selected for optimum dewatering of the sludge to be processed with a minimum blinding of the filter fabric. 2. Belt selection shall be based on the manufacturer's experience obtained at other installations dewatering similar sludge with similar polyelectrolyte conditioning chemicals. 3. Each belt and connecting splice shall be designed for a minimum tensile strength equal to five times the normal maximum dynamic tension to which the belt shall be subjected. The splice shall be designed to fail before the belt. 4. Each belt shall be heat set, and belt edges shall be reinforced. Belt edges that are heat -sealed shall not be acceptable. Multiple coats of polyurethane adhesive shall be applied to the belt/clipper seam joint. Each belt shall be pre -stretched to limit elongation to less than 3 percent of the overall belt length. 5. Belt shall be designed for ease of replacement with a minimum of belt filter downtime. Belt replacement shall be such that disassembly is not required. C. Belt Wash System 1. Each filter belt shall be washed by a belt wash station. The belt wash system shall use high-pressure water spray nozzles equipped with manually operated wire brushes for internal nozzle cleaning. The spray assembly shall be housed in an enclosure in a manner that limits the spray pattern within the housing assembly. The housing and nozzle assembly shall be readily remov- able. The housing shall be fabricated from type 304L stainless steel. 2. Each belt wash station shall include a wash water manifold with spray nozzles that incorporates internal brushes to clean the spray nozzles during operation with an externally mounted hand wheel. The self-cleaning spray header shall consist of a header, a series of replaceable spray nozzles, a replaceable nozzle cleaning brush inside the header, and an external hand wheel operator. A half turn of the hand wheel shall cause the brush to clean the nozzle orifices and shall allow the flushing water to pass through the header for discharge directly to the collection basin beneath the press through a rigid pipe. 3. The housing shall be sealed against the belt with rubber seals. The belt shall be protected from excessive wear by the edges of the wash station housing SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 47 of 211 PAGE Agenda by replaceable guide surfaces. The belt wash station shall extend over the full width of the filter belt by a minimum of 2 inches. 4. Wash water required shall not exceed 75 GPM at 120 psig. The supplier shall provide a complete pressure boosting system for the press to achieve the above pressure. The Supplier shall furnish all water pressure control valves and backflow devices as needed to meet their equipment's operating requirements and backflow protect the Plant's potable water system. 5. The booster pump shall be a centrifugal type with replaceable stainless steel shaft sleeve and casing wear ring. The shaft shall be sealed by a ceramic/carbon mechanical seal. The motor shall be a standard NEMA frame, C Face mounting with JM shaft, 10 HP, 3500 RPM, 230/460 volt, with a TEFC enclosure. 6. Each shower header shall be supplied through a globe valve for throttling by the manufacturer. The manufacturer shall also supply all plumbing from the booster pump to the press shall be Schedule 80 PVC pipe. 7. Booster Pump Manufacturers: a. Goulds Model 3656 b. Approved equivalent. D. Belt Aligning System 1. The belt aligning devices shall be hydraulically operated to align each belt and locate it centrally on the rollers by means of a sensing arm, which detects the position of the belt edge. This arm shall operate a pilot valve, which in turn affects the position of the hydraulic actuator. The actuator shall be connected to a pivot belt -aligning roller, causing this roller to skew from its traverse position. 2. The alignment system shall function as a continuous automatic belt guidance system and shall be an integral part of the press. The alignment system shall operate with smooth and slow motions resulting in a minimum of belt travel from side to side. The use of electric servos shall not be acceptable. 3. Backup limit switches for the belt aligning system shall be provided on the machine with sufficient contacts to de -energize all drives and sound an alarm in case of a belt over travel. 4. A complete hydraulic system shall be provided. This package shall include pump, 1 hp TEFC motor, valves, all controls and piping as necessary to provide a complete and operating system. The pump shall be an adjustable flow and adjustable pressure vane pump. The system shall include a low- pressure return filter. The hydraulic unit will be mounted away from the press to eliminate wash down spray. 5. All hydraulic lines and fittings shall be 316L stainless steel and be rigidly supported on the structural frame and be properly sized for the intended use with adequate factors of safety for the rated pressure. 6. All belt alignment control equipment shall be fabricated from corrosion resistant materials or effectively coated not to rust or stain. 7. All hydraulic cylinders shall be constructed of 316 stainless with 316 stainless steel rods and stainless steel hardware. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 48 of 211 PAGE Agenda E. Belt Tensioning System 1. Each belt shall be provided with a belt tensioning system. The belt tensioning system shall be hydraulically actuated. The design of the tensioning system shall be such that the dewatering pressure is directly proportional to belt tension and that adjustments in the tension shall result in immediate changes in dewatering pressure. Manual or electric servo tensioning systems are not acceptable. F. Belt Press Assembly 1. The belt drive shall be an SEW type DRE100L4 with a gearbox type K77DRE100L4 2. Each gear reducer shall be totally enclosed, water spray proof, oil lubricated with anti -friction bearings throughout. All motors shall be TEFC. 3. The drives shall be furnished with provisions for use on 480 volt, 60 hertz, and 3-phase power supply. G. Safety Guards 1. All equipment having exposed moving parts such as fans, V-belts, gears, couplings, chains, and including the pressure roll section, shall be provided with safety guards as required by OSHA standards. All guards and attachment bolts and nuts, washers shall be fabricated from 304L stainless steel. H. Discharge Blades 1. Discharge blades shall be provided to scrape dewatered sludge from the belt at the final discharge rollers. The doctor blade shall be made of wear resistant UHMW plastic. The blades shall be readily removable. I. Bearings 1. The shafts of all rollers shall be equipped with heavy-duty grease -able type, self -aligning roller bearings in sealed, splash proof housings. All bearings in the press section shall be spherical roller bearings. The housings shall allow the changing of the bearings without changes in the factory alignment of the roller. The housing shall be sealed to provide adequate sealing from mois- ture and grime. The bearing housing seal shall incorporate a triple lip, nitrile seal mechanism to eliminate contamination. J. Drainage Pans 1. Drainage pans shall be supplied as necessary to contain all filtrate and wash water within the belt filter press and to reduce rewetting of downstream cake. Filtrate and wash water pans shall be constructed of minimum 16-gauge type 304L stainless steel or equivalent stiffness FRP. All drainage piping shall be furnished adequately sized for the intended service and rigidly attached to the press frame K. MISCELLANEOUS 1. The press shall be provided with a safety trip cord surrounding the press. The cord shall be connected to a lever operated emergency stop switch which shall immediately stop the belt drive and shutdown the entire system upon activation of the switch. This switch shall be independent of the gross belt misalignment switches and shall require resetting at the press before the equipment can be restated. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 49 of 211 PAGE Agenda 2. The press shall be complete with intra-unit power and control wiring terminating in a single press mounted junction box. Wiring shall be run in PVC conduit for added corrosion resistance. 3. The press shall be complete with intra-unit piping including filtrate and wash water drain lines directed to the collection basin beneath the press, wash water supply piping terminating at a single wash water inlet connection. Pipe work shall be (HDPE or PVC). 2.6 POLYMER FEED SYSTEM The press supplier shall provide as a part of the total dewatering equipment package, one polymer feed system capable of automatically metering, diluting, activating and feeding a liquid polymer with water. Unit shall be a Neptune unit or approved equal. A. Polymer Make -Down Unit 1. Polymer and water shall be mixed in a chamber designed to create sufficient mixing energy. This design shall include one 8 GPH LMI diaphragm meter pump, solenoid valve and pressure regulator. 2. A motor driven impeller mixer shall be provided that will mix the polymer and water into solution. B. Dilution Capability 1. The primary dilution shall feed into the motorized mixing chamber and shall be capable of 6000 GPH. 2. The dilution capability shall be adjustable with a clear rotameter with a stainless steel float. Each flow meter shall be independently adjustable. 3. Furnish a solenoid valve or ON -OFF control of dilution water supply C. Control Panel 1. The start/stop controls for the polymer make -down system shall be supplied in the belt press control panel. 2. Single phase, 120 volt, 60 Hertz power shall be supplied to the main control panel. 3. All devices within the panels shall be permanently identified. Nameplates shall be made of laminated phenolic materials with a black face and white core. 2.7 DRY POLYMER SYSTEM A. One (1) Duplex dry polymer system. Consists of 2 — 500 gallon stainless steel tanks, 2 Chemineer 1 HP mixers, 1 Moyno 34401 polymer feed pump, 2 polymer educators and funnels and one lot of 3/4" stainless steel valves and plumbing. 2.8 SLUDGE FEED PUMP A. The flow capacity of each pump shall be an adjustable range of 20 to 200 GPM at a differential pressure of 30 PSI when operating at a maximum speed of 300 RPM. The pumps shall be sized to handle a minimum 1-5/8" diameter solid. B. Each pump shall be of the positive displacement, progressive cavity type consisting of helical rotor, elastic stator, flexible joint and shaft assembly, suction and discharge ports, stuffing box with lantern ring, and drive shaft with bearings and housing. The pump shall be Seepex, Moyno, Bornemann or approved equal and shall be capable of continuous operation without cavitations or pulsation. It shall be capable of pumping without imparting any turbulence or shearing to the sludge being pumped. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 50 of 211 PAGE Agenda 1. The helical rotor shall be constructed of hard chrome plated stainless steel. The elastic stator shall be vulcanized Buna-N with a minimum Durometer hardness of 65 molded inside the cast iron housing. 2. A minimum of two (2) cardan type universal joints shall be used to connect the rotor to the drive shaft. Each joint shall have a minimum of two (2) pins per joint and shall be grease lubricated and sealed in a rubber boot for extended life and lower maintenance. The press manufacturer shall supply the CITY with a three-year unconditional warranty on the cardan joints. Limited warranties will not be acceptable. In lieu of the unlimited warranty, two complete joint assemblies may be furnished as spares. 3. Joints shall be connected to the drive shaft and rotor by means of solid tapered pins and sleeves for maximum torque handling capability. The drive shaft shall, be supported by both single and double row heavy duty, grease lubricated ball bearings to withstand all axial and radial loads without affecting component life expectancy. 4. Both suction and discharge ports shall be ANSI 125 pound flanges for maximum resistance to pipe bending forces and deflections. The suction flange shall be 5" diameter, and the discharge flange 4". The suction flange shall be rotatable in 90 degree increments to accommodate any piping configuration or later modification. 5. The pump shall be furnished completely assembled and mounted on a fabricated steel base, with drive assembly. 6. The drive shall consist of an SEW Euro drive Severe Duty rated TEFC 10 HP gear motor, with an output RPM of 300. The motor shall have Class F insulation. The motor shall be mounted above the pump to allow for a short foot pad. Connection between the motor and pump shaft shall be belt driven. Each gear motor shall be driven by a variable frequency drive, located on the control panel and shall be of equal construction to the press drive. 2.9 EQUIPMENT SKID The manufacturer shall supply a complete skid mounted dewatering system. The skid mounted unit shall be designed to be removed from the trailer so that the CITY can permanently install the unit in a building in the future. The skid shall be constructed of channel and I-beam construction that is hot dipped galvanized per the latest revision of ASTM 123 specification. The skid frame will be coated with an epoxy primer and urethane top coat. The skid shall include a 304 stainless steel sump pan that feeds into a stainless steel drop box with 4" drain connections out either side of the skid. All wiring shall be PVC conduit and all plumbing shall be Schedule 80 PVC.. 1. The belt press supplier shall mount the press, control panel, polymer system, sludge pump and booster pump on a hot dipped galvanized equipment skid. All pumps, water and sludge lines will be equipped with ball or gate valves to allow draining for freeze protection. An industrial wash hose and nozzle will be supplied. The hose and fittings will be rated at a minimum operating pressure of 200 PSI. 2. Plumbing - The skid shall be pre -plumbed with SCH 80 PVC on the sludge feed line and 1 '/2" wash water line. Stainless steel plumbing and stainless steel ball valves will be supplied on all of the 3/4" water feed lines. All drain pipes will be schedule 40 PVC. 3. The skid side rails shall be constructed of a minimum 10" channel iron. Internal cross supports will be 6" I beam with a 16 gage, 304 stainless steel filtrate sump. The sump will be sloped to a drop pan under the center of the SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 51 of 211 PAGE Agenda press for ease of clean up. The drop pan will allow filtrate to exit out each side of the machine through 4" stainless steel nipples mounted on the press. 4. Electrical conduit will be pre wired with PVC conduit to make a complete equipment skid. 5. The skid will be top coated with an epoxy primer and urethane topcoat. 2.10 EQUIPMENT TRAILER The manufacturer shall supply a complete trailer mounted dewatering system. The 53' long, air ride trailer shall include the following items/specifications. 1. Individual leveling dolly legs on the front and rear of the trailer to ensure optimal operation of the press. Total of 4 individual jacks. 2. Lights — 4 water -tight, 8' long, sealed fluorescent lights 3. Stainless steel tool box for fittings. 4. New heavy-duty waterproof curtains on each side of trailer (silver color). Extra long (for complete coverage in cold weather operation. The curtains shall be an extra 4 foot in length and an extra 2 foot in height. Curtains shall have stainless steel buckles and hardware. Four curtain ratchets shall be provided: One on each corner of trailer. 5. Handrails — stainless steel handrails and steps. Steps shall be designed to fold up while not in use. 6. Walk in door — A fiberglass, RV style door shall be installed on the driver's side of trailer. The door shall have a "flush" handle. 7. Catwalk — Aluminum grating and stainless steel catwalk. Full length on operating side of press. 8. 100 foot of 4/4 SO power cord. 9. Hoses — Eight new 4" Goodyear Kanaflex (Orange/clear color) hoses shall be supplied. Four new 2" hard, suction/discharge hoses minimum of 150 PSI shall be supplied. All hoses shall have a male cam and groove fitting on one end and a female cam and groove fitting on other end. 2.11 ELECTRICAL REQUIREMENTS A. General Requirements 1. The belt presses shall be provided with a common 304 stainless steel NEMA 4X local control panel (LCP). The LCP shall house controls and wiring for each belt press operation, drive controllers, motor starters, transformers, circuit breakers, necessary voltage barriers, panel -mounted devices, terminal strips, relays, and appurtenances as required. LCP power feed shall be 480 VAC, 3 phase, 60 Hz. All electrical work shall be performed in accordance with applicable local and national electric codes. 2. The panel shall be wired to provide the sequence of operation specified for each press. Identified terminal strips shall be provided for the interconnection of external conductors to equipment mounted junction terminal boxes. 3. Equipment shall be ready for service after connection of conductors to equipment, controls, and local control panel. 4. All drive stations shall be equipped with a start/stop switch and run light. The main press drive as herewith specified shall also incorporate a variable speed potentiometer and speed indicator. The press panel shall include start/stop pushbutton, run lights and motor starters for the booster pump, hydraulic unit SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 52 of 211 PAGE Agenda and polymer system. The panel shall also include start/stop pushbuttons, and speed potentiometers for one sludge pump and one polymer pump. 5. A control transformer shall be provided in the control panel to provide a 120- volt, single phase power source for motor starter coils, lights, relays, timers, controllers, local operating panel and other related items. The transformer shall supply power for all trailer lights, outlets and heaters. 6. The local control panel shall be provided with terminal blocks for power wiring to and from the panel. The incoming terminal blocks shall be provided with a single magnetic circuit breaker disconnect switch. Fuse protected motor starters with thermal overloads shall be supplied for each motor furnished with the dewatering system. 7. All electrical equipment controls located on the belt filter press shall have NEMA 4X enclosures and wired, through PVC conduit, to a single common NEMA 4X terminal box. 8. All devices within the panel shall be permanently identified. Nameplates shall be provided on the face of the panel or on the individual devices as required. Nameplates shall be made of laminated phenolic materials with a white face and a black core. 9. The panel shall be designed for manual starting and stopping of all drives. 10 All drive stations shall be equipped with a start/stop switch and run light. The main press drive as herewith specified shall also incorporate a variable speed potentiometer and speed indicator. The press panel shall include start/stop pushbutton, run lights and motor starters for the booster pump, hydraulic unit and polymer system. The panel shall also include start/stop pushbuttons, and speed potentiometers for one sludge pump and one polymer pump and grinder. 11 Alarm lights, sensors, and related circuitry shall be provided for the following functions: belt misalignment, belt tension system failure, and emergency trip cord on each side of the press. In the event of any of the above malfunctions, the machine will shut down and an alarm will sound. The alarm system shall include an audible horn rated at 90 DBA at 10'. The system shall include silencing provisions, but the function alarm indicating light shall remain lit until the alarm condition is satisfied. A separate set of alarm contacts shall be provided for remote alarm indication and for interruption of ancillary drives such as polymer and feed sludge pumping. B. Panel Mounted Devices: The belt press LCP shall be provided with the following panel mounted devices and control logic utilizing inputs and producing outputs (using dry isolated contacts) as described below. 1. Main circuit breaker. 2. Feeder circuit breaker for belt drives. 3. Control panel transformer. 4. Emergency stop (for each press). 5. Shutdown reset (for each press). 6. System auto start and auto stop pushbuttons, and run status light (for each press). 7. Start pushbutton and run status light for: a. belt drives b. sludge feed pump SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 53 of 211 PAGE Agenda c. polymer feed pumps 8. Speed control dials (4-20 mA) for: a. belt drive b. Polymer pump speeds (0-100%) c. sludge feed pump speeds (rpm) 9. Alarm annunciator and horn. 10. Alarm silence, reset, and test pushbutton. C. Inputs: 1. Run status for: a. sludge feed pumps b. belt drives c. polymer pumps d. grinder e. booster pump 2. Speed control for: a. sludge flows b. sludge feed pump speed c. polymer pumps speed indication (0-100 percent) D. Outputs: 1. Fail status for: a. belt press systems failure E. Electric Motors furnished with this equipment shall meet the following requirements: 1. Rated for continuous duty at 40°C (104°F) ambient and insulated with a minimum of Class F insulation, with Class B temperature rise. All motors shall be totally enclosed, fan cooled or non -ventilated. All motors supplied shall be rated at 150% nameplate horsepower of the required horsepower maximum service condition. 2.12 CONVEYOR A. General Requirements for conveyor to handle dewatered biosolids: 1. 304 Stainless Steel Construction 2. 30 foot long 3. Slider bed design 4. End Drive (discharge end) 5. 120 # Smooth top belt 6. Rubber Sludge scraper (spring loaded, adjustable) on discharge end for belt cleaning 7. Belt splice -stainless steel 8. Straight side stainless hopper with double sealer belts 9. Vulcanized tail roller -rubber coated mild steel 10. Conveyor belt covers -stainless steel SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 54 of 211 PAGE Agenda 11. Above conveyor truss system -stainless steel 12. Undercarriage with axle -stainless steel 13. Removable hitch 14. Winch -manual with stainless steel cable 15. Cable -stainless steel 16. Drive Motor — 5HP, 480 volt, SEW Eurodrive gear motor 17. VFD — NEMA 4X VFD with start/stop and speed adjustment for conveyor drive 18. 100 feet of SO cord attached to VFD 19. Cord hanger mount added to conveyor frame 20. Hubbell 480V Plug, which easily plugs in directly to existing belt press control panel...Start/Stop and Emergency Stop functions are controlled at belt press panel. PART 3 -- EXECUTION 3.1 INSTALLATION SUPERVISION A. The manufacturer shall provide the services of a qualified factory representative to advise the installing contractors on proper installation, setting, piping, and wiring procedures. This time shall be above and beyond the start-up services described below. 3.2 START-UP SERVICES A. Before the equipment is started, the supplier shall make a thorough inspection of the installation to make sure the press has been installed properly and that all equipment relating to it has been installed according to the needs of the press. 3.3 DELIVERY, STORAGE, AND HANDLING A. Prior to shipping, the equipment shall be inspected to assure that equipment is complete and in compliance with the following requirements: 1. Match mark mating parts for ease of field assembly. 2. Lubricate moving parts as practical before shipment. When necessary to disassemble components for shipping, coat exposed machined surfaces with suitable rust -preventive compound before shipping. 3. Securely block or otherwise support components that may be subject to damage from vibration or jarring during shipment. 4. Calibrate all instrumentation such as hydraulic systems. 5. Check hydraulic systems to insure proper operation. 6. Check lubrication in all drives. 7. Adjust all edge seals, discharge scraper blades, drive chains, etc. 8. Adjust spray wash, cloth tension, and belt aligning system. 9. Start the drives and assure they are operating properly with no binding and with correct rotation. 10. Insure that all ancillary systems have been properly adjusted, including polymer and sludge feed. SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 55 of 211 PAGE Agenda B. Start-up services shall be considered completed when the supplier and contractor have demonstrated that the units are operating without mechanical problems. C. Delivery of the trailer mounted belt press shall be within 10 days after award of contract. — END OF SECTION — SLUDGE DEWATERING EQUIPMENT MOAB WWTP SOLIDS DEWATERING PROJECT Page 56 of 211 PAGE Agenda June 11, 2014 City of Moab 217 East Center Street Moab, UT 85432 Attn: Rachel E. Stenta Ref: Proposal - Trailer Mounted Klampress 1.0 meter Belt Filter Press with Conveyor Alfa Quote #39021 Dear Ms. Stenta, Alfa Laval Inc. 11600 East Hardy Road Houston, TX 77093-1098 USA Tel: +1 800-362-9041 Fax: +1 281-449-1324 www.alfalaval.us www.as-h.com On behalf of Alfa Laval Ashbrook Simon -Hartley Inc. ("Ashbrook") and Coombs Hopkins Company, we would like to thank you for the opportunity to offer our proposal for your consideration on this project. This unit is trailer mounted and fully equipped for operations once set up. The equipment/services we propose to furnish are as follows: 1. TRAILER MOUNTED DEWATERING SYSTEM EQUIPMENT (1) ASHBROOK Simon -Hartley Klampress, 1.0 meter Three -Belt Filter Press complete with a hydraulic system for belt tensioning and steering. Speed control for the press is via a mechanical hand wheel at the press. (1) Trailer with Sliding Side Curtains (1) Office Space- 8'6" x 10' x 8'2" with A/C and Heating (1) Hydraulic Trailer Leveling Jacks (1) Sludge Feed Pumps (2), Moyno 15HP AC Gear motor rated 25 to 125 GLM at 50 PSIG Progressive Cavity Pumps 20' Suction Lift (1) Electric Wiring (Overhead Lighting, Power Cords and Transformer) (1) Sludge Conveyor-24" x 11.5' Belt Conveyor (1) Control Panel, requiring 480 VAC powers. Panel will provide manual control of the belt filter press drive motor, hydraulic unit, wash water pump, sludge feed pump, polymer system, and sludge conveyor. (1) Polymer System, a. Polymer Tanks (3) b. Polymer Mixers (2) — Lightnin Mixer Dura Mix Energy Efficient c. Polymer Feed Pumps (2) — 2HP .9 to 10 GPM Progressive Cavity (1) In -line, non -clog, Variable Orifice Mixer, complete with injection manifold system and a four - port vertex polymer injection ring. (1) Wash Water Pump, belt wash pump that requires a minimum supply of 15psi at 80gpm. (1) Trailer, consisting of all components listed above pre -mounted and wired. Ashbtool_ Simon-Na Page 57 of 211 Page 2 of 9 Proposal — Moab, UT (1) Site Services, (after customer has finalized all process/water/electrical connections)perfrom start-up and operator training. (1) lot Hoses/Electrical Cable, (1) 4" Hose by 100 feet long with coupling for sludge feed. (1) 2" High pressure hose by 100 feet long with coupling for washwater. (1) 6" Hose by 50 feet long for filtrate drainage. (1) 2/4 SO Cord x 50 feet long (Main Power —100 amps) )1)lot Spare Belts, one of each size. Three in total Klampress Trailer Mounted Assembly including Start-Up/Training Services: $ 215,000.00, F.O.B. Origin with freight allowed to job site. Purchase Order to be made out to "Alfa Laval Ashbrook Simon -Hartley Inc." Delivery: Per agreed schedule between buyer and seller. Terms and Condition: Ashbrook's Standard Terms and Conditions are attached and apply in their entirety. Taxes: The quoted price does not include any local, state or federal taxes, permits or other fees. Any taxes or fees that may apply must be added to the quoted price and paid by the buyer. Note: Ashbrook is only registered to collect and remit sales tax in the following states, Texas, Louisiana, Florida, California, Indiana, Kentucky, Massachusetts, New Jersey, Ohio and North Carolina. Taxable projects located in states outside these will need to accrue and pay these taxes direct to said state. Payment Terms: Payment terms are 100% Net 30 days from the date of invoice. General Notes: There is no provision included in the quoted price, unless noted, for field erection supervision, tests, inspections, or adjustment of equipment. The equipment offered by Ashbrook is our standard design, materials and manufacture. In the event that these items of equipment are subject to any alteration in design or materials or manufacture by the contractor, owner, owner's agent or engineer, such alterations shall be subject to change in the contract price and/or delivery schedule. WWW.ALFALAVAL.COM Page 58 of 211 Agenda Page 3 of 9 Proposal — Moab, UT This proposal is offered for acceptance within sixty (60) days from date of quotation. Prices are subject to review thereafter. We wish to thank you for the opportunity to provide this rental proposal. Should you have any questions, please feel free to call. Regards, Larry Packard Aftermarket Retrofit -Rebuild Manager cc: Marc Arquit / Alfa Laval Ashbrook Simon -Hartley Inc. Jason Morgan / Coombs Hopkins Company WWW.ALFALAVAL.COM Page 59 of 211 Agenda Page 4 of 9 Proposal — Moab, UT 1. Rates Domestic Rates (Continental U.S.) Service Technicians Process Technicians Process Engineers International Rates Service Technicians Process Technicians Process Engineers Monday -Friday $ 950/day $1,150/day $1,950/day $1,150/day $1, 350/day $2,150/day Above rates are based on an 8-hour man -day during normal working hours and are in U.S. Dollars. Travel time is included as working time. All overtime, in excess of 8 hours per day worked and Saturdays, shall be billed at time and a half. Sundays and U.S. holidays shall be billed at double time. Parts and expenses billed additionally. Payment Terms - payable immediately upon receipt of invoice. Service may be refused to any area designated as High Risk by Ashbrook, such refusal shall take precedence over any other agreed terms. 2. Minimum Billing A minimum charge of 1/2 day's time shall be billed. Billing shall be made in 1/2 day increments for time each day at job and/or traveling during normal working hours. For example, five hours spent on job and/or traveling to jobsite shall be billed as one full 8-hour day. 3. Normal Working Time Eight hours per day with one hour for lunch, Monday - Friday, except observed U.S. holidays. 4. Travel Travel arrangements are made with 14-day advance purchase. Should the agreed travel dates change due to no fault of Ashbrook and additional costs be incurred, such costs shall be chargeable to the Customer. Travel expenses include but are not limited to: • Plane fares, train fares and/or automobile rental to and from Ashbrook's facility in Houston, Texas, to the Customer's plant or jobsite. • Private automobile travel at the current IRS published rate. • Expenses, tolls and fares associated with all local travel. • Living expenses for lodging, meals and incidental costs. • Telephone calls and wires, as required in connection with the details of the service. • When Ashbrook's technician goes from job to job rather than returning to his headquarters, an equitable distribution of the travel charges shall be made. A 20% overhead charge will be added on all travel and living expenses. 5. Parts All parts supplied shall be billed at Ashbrook's list selling prices. Service work by others under our authorization shall be billed at our cost plus 20% overhead. 6. Limits of Liability While Ashbrook's technicians are authorized to work on Ashbrook equipment, all responsibility for operation remains and rests with the Customer. In no event shall Ashbrook be liable for damages or injuries of any kind, including but not limited to incidental, consequential, direct or indirect damages, resulting from or caused by any product furnished or service performed by Ashbrook. Consequential damages for the purposes of this agreement shall include, but not be limited to, loss of use, income or profit, or loss of or damage to property occasioned by or arising out of the operation, use, installation, repair or replacement of the equipment or otherwise. 7. Authorization Ashbrook shall not make any travel arrangements or commence any service work until an executed Purchase Order for the work has been received from the Customer. WWW.ALFALAVAL.COM Page 60 of 211 Agenda Page 5 of 9 Proposal — Moab, UT TERMS AND CONDITIONS OF SALE These Terms and Conditions Apply to All Quotations, Orders, and Contracts for Alfa Laval Inc. Products (hereafter "Equipment'). As used in these Terms and Conditions of Sale, the word "Equipment" includes all hardware, parts, components, software and options. 1. ACCEPTANCE: Our sale to you is limited to and expressly made conditional on your assent to the terms and conditions of sale herein and, if applicable, on the attendant quotation, both of which form a part of this order and which supersede and reject all prior agreements, representations, discussions or negotiations, whether written or oral, with respect hereto and any conflicting terms and conditions of yours, or any statement therein, whether or not signed by you. We will furnish only the quantities and Equipment specifically listed on the face hereof or the pages attached hereto. We assume no responsibility for terms or conditions of, or for furnishing other equipment or material shown in, any plans and/or specifications for a project to which the Equipment quoted or ordered herein pertain or refer. 2. PRICES: Unless otherwise specified in writing, all quoted prices are firm for thirty (30) days from the date of offer. Stenographic, clerical and mathematical errors are subject to correction. 3. DELIVERY: Dates for the furnishing of services and/or delivery or shipment of Equipment are approximate only and are subject to change. Quoted lead times are figured from the date of receipt of complete technical data and approved drawings as such may be necessary. We shall not be liable, directly or indirectly, for any delay in or failure to deliver caused by carriers or delays from labor difficulties, shortages, strikes or stoppages of any sort, failure or delay in obtaining materials from ordinary sources, fires, floods, storms, accidents, or other acts of God or force majeure, by any statute, regulation, administrative order or decree or order or judgment of a court of law or other causes beyond our reasonable control. Unless otherwise specifically agreed in writing by us, in no event shall we be liable for any damages or penalties whatsoever, or however designated, resulting from our failure to perform or delay in performing due to any of the causes specified in this paragraph 3. 4. SHIPMENT, RISK OF LOSS, TAXES: Prices are in U.S. Dollars, F.O.B. Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees, insurance, packing and handling as applicable are not included unless otherwise noted. Our prices do not include federal, state, municipal or other government excise, sales, use, occupational, processing, transportation or like taxes now in force or enacted in the future. You shall pay any taxes we may be required to collect or pay now or at any time in the future (including interest and penalties imposed by any governmental authority), or any taxes you may be required to pay, that are imposed upon the sale, delivery or support of Equipment purchased or licensed as a part of this order, or you shall provide us with a tax exemption certificate acceptable to the appropriate taxing authorities. 5. CREDIT AND PAYMENT: Unless otherwise noted on the face hereof payment for Equipment shall be (30) days net. Pro rata payments shall become due with partial shipments. Any discount period which may be granted by us begins on the invoice date and all payments are due 30 days after the invoice date. All payments shall be made without deduction, deferment, set-off, lien or counterclaim of any nature. All amounts due not paid within 30 days after the date such amounts are due and payable shall bear interest at the lesser of 1.5 percent per month or the maximum rate of interest allowed by law. We reserve the right at any time to suspend credit or to change credit terms provided herein, when, in our sole opinion, your financial condition so warrants. Failure to pay invoices when such invoices are due and payable, at our election, shall make all subsequent invoices immediately due and payable irrespective of terms, and we may withhold all subsequent deliveries until the full account is settled. We shall not, in such event, be liable for delay of performance or nonperformance of contract in whole or in part subsequent to such event. WWW.ALFALAVAL.COM Page 61 of 211 Agenda Page 6 of 9 Proposal — Moab, UT 6. CANCELLATIONS AND CHANGES: Orders which have been accepted by us are not subject to cancellation or changes in specification except upon prior written agreement by us and upon terms that will indemnify us against all losses resulting from or arising out of such cancellation or change in specifications. In the absence of such indemnification, we shall be entitled to recover all damages and costs of whatever nature permitted by the Uniform Commercial Code. 7. DEFERRED SHIPMENT: If shipment is deferred at your request, payment of the contract price shall become due when you are notified that the Equipment is ready for shipment. If you fail to make payment or furnish shipping instructions we may either extend the time for so doing or cancel the contract. In case of deferred shipment at your request, storage and other reasonable expenses attributable to such delay shall be payable by you. 8. EQUIPMENT WARRANTY AND REMEDY: (a) For new Equipment only, we warrant to you that the Equipment that is the subject of this sale is free from defects in design (provided that we have design responsibility), material and workmanship. The duration of this warranty is twelve (12) months from delivery to you (the "Warranty Period"). If you discover within the Warranty Period a defect in design, material or workmanship, you must promptly notify us in writing. Within a reasonable time after such notification, we will correct any such defect with either new or used replacement parts, at our option. Such repair, including both parts and labor, is at our expense. (b) For repairs, parts and service provided by us, we warrant to you that the repairs parts and service we provide to you will be free from defects in material and workmanship. The duration of this warranty is ninety (90) days from as applicable (i) the date the machine which required the repairs, parts or service is returned to you by us, (ii) the date of your receipt of the part, or (iii) the date of repair, if performed at your facility. If during this ninety day period you discover a defect in the repairs, parts or service you must promptly notify us in writing. (c) All warranty service is subject to our prior examination and approval and will be performed by us at your facility or at service centers designated by us. All transportation to and from the designated service center will be at our expense. If we are unable to repair the Equipment to conform to the warranty after a reasonable number of attempts, we will provide, at our option, one of the following: (i) a replacement for such Equipment, or (ii) full refund of the purchase price. These remedies are your exclusive remedies for breach of warranty. Unless otherwise agreed in writing by us, our warranty extends only to you and is not assignable to or assumable by any subsequent purchaser, in whole or in part, and any such attempted transfer shall render all warranties provided hereunder null and void and of no further force or effect. (d) We will use all reasonable efforts to obtain for you any manufacturer's guarantees or warranties for any sub -assemblies included in the Equipment. To the extent such warranties are assignable, we hereby assign to you all warranties that are granted to us by our suppliers of any sub- assemblies contained in the Equipment. (e) The warranties set forth above are inapplicable to and exclude (i) any product, components or parts not manufactured by us or covered by the warranty of another manufacturer, (ii) damage caused by accident or the negligence of you or any third party, normal wear and tear, erosion, corrosion or by disasters such as fire, flood, wind and lightning, (iii) damage caused by your failure to follow all installation and operation instructions or manuals or to provide normal maintenance, (iv) damage caused by unauthorized or improper installation of attachments, repairs or modifications, (v) damage caused by a product or component part which we did not design, manufacture, supply or repair, or (vi) any other abuse or misuse by you or any third party. WWW.ALFALAVAL.COM Page 62 of 211 Agenda Page 7 of 9 Proposal — Moab, UT 9. LIMITATION OF LIABILITY: In no event shall we be liable, and you hereby waive any claims against us and release us from liability to you, for any indirect, special, punitive, incidental, or consequential damages whatsoever based upon breach of warranty, breach of contract, negligence, strict tort, or any other legal theory. Excluded damages include, but are not limited to, loss of profits, loss of savings or revenue, loss of use of the Equipment or any associated equipment, cost of capital, cost of any substitute Equipment, facilities or services, downtime, the claims of third parties including customers, and injury to property. This limitation does not apply to claims for personal injury. Some states do not allow limits on warranties, or on remedies for breach in certain transactions. In such states, certain of the limitations in this paragraph and in subparagraph 8(c) may not apply. 10. OWNERSHIP: All drawings, designs and specifications supplied by us have been prepared or assembled by us and are solely our property. Such drawings, designs and specifications have been furnished in order to provide full documentation and on the condition that they shall not be reproduced or copied in any manner whatsoever, in while or in part, except for your internal use as necessary, and upon the further condition that, as our sole property, they shall not be used, in while or in part, for furnishing information to others or for any purpose not specifically authorized in a writing signed by one of our corporate officers. These ownership provisions shall not be superseded by any printed form used in connection with or arising out of a sale induced by a proposal or otherwise. 11. PATENT INFRINGEMENT (a) We warrant that the Equipment in the condition sold to you is free of the rightful claim of infringement of any apparatus claims of any third -party U.S. patent issued as of the date of our acknowledgement and acceptance of your order, and we will defend, indemnify and hold you harmless from such claims; provided, however, we make no express or implied warranties of non -infringement and undertake no indemnification in respect of third -party rights where the alleged patent infringement is based upon or related to (i) any method, process or product claims in third -party U.S. patents; (ii) any combination of the Equipment with other equipment not supplied by us; or (iii) any modifications of the Equipment made by you and not approved by us. (b) You shall notify us within 30 days of your receipt of notice of an alleged third -party patent infringement claim that would entitle you to patent infringement indemnification pursuant to paragraph 11(a), and we shall thereupon assume defense of the claim at our expense. We shall have the sole right to settle or otherwise compromise such a third -party claim, including but not limited to the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then -current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. (c) If a third party charges us with patent infringement relating to Equipment sold by us to you, we shall have the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then -current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. If a third party charges us with patent infringement on the bases set forth in paragraph 11(a)(i), (ii) or (iii), you shall hold us harmless for all expenses and awards of damage assessed against us, and we shall also have the right to modify or repurchase the Equipment or to secure rights for continued use by way of assignment or license as set forth in this paragraph. (d) Our total, cumulative liability under paragraphs 11(a), (b) and/or (c) is limited to 100% of the price paid to us by you for the Equipment. 12. SAFETY AND HEALTH STANDARDS: The Equipment described herein (or on the specifications provided herewith) complies with applicable safety and health standards issued pursuant to the Occupational Safety and Health Act of 1970 (the Act) and in effect on this date as such standards are WWW.ALFALAVAL.COM Page 63 of 211 Agenda Page 8 of 9 Proposal — Moab, UT interpreted and understood by us. These standards may be amended and/or their meaning may be clarified prior to shipment or performance, and if such change or clarification requires changes in the Equipment described herein, we shall make the necessary changes available to you. You shall pay for any and all such changes at our prices therefore in effect at time of shipment or performance, as the case may be. Because actual compliance by employers with the Act is beyond our control, we cannot and do not represent that the use of the Equipment described herein, nor the location, installation or maintenance thereof, will comply with the Act or regulations and standards issued pursuant thereto. We make no representation of compliance with safety and health standards contained in any statute, regulations or ordinance of any state or political subdivision thereof applicable to the Equipment described herein unless you have notified us of the existence and contents of such standards and we have agreed in writing to the incorporation of such standards in the specifications relating to such Equipment. Nothing in this provision shall operate to modify or affect in any manner whatsoever our disclaimer of any liability for consequential damages contained elsewhere in these terms and conditions of sale. 13. INSPECTION: Upon prior written notice, you may make reasonable inspections of Equipment at our facility. We reserve the right to determine the reasonableness of the request and to select an appropriate time and location for such inspection. You agree to execute appropriate confidentiality provisions upon our request prior to visiting our facility. All costs of inspection shall be solely determined by us and shall be payable by you. No inspection or expediting by you at the facilities of our suppliers is authorized. 14. SOFTWARE PROVISIONS: If software is provided hereunder, you are granted a nonexclusive, royalty free license only for your use of the software provided with our Equipment. Under this license you may: (i) use our software in machine readable object code only and only with the Equipment provided; (ii) copy our software into any machine readable object code form for back up purposes in support of your use of our software on the Equipment provided; and (iii) create one additional copy of the software for archival purposes only. This license may not be assigned, sublicensed or otherwise transferred by you without our prior written consent. You hereby recognize and acknowledge that the software provided to you hereunder comprises valuable trade secret and/or copyright property of Alfa Laval [or its licensor] and you covenant that you will take adequate precautions against access to the software by, or disclosure of the software to, anyone not authorized hereunder to use or have access to the software. 15. TIME LIMIT FOR BRINGING SUIT: Any action you file against us, whether for breach of contract, including but not limited to breach of warranty, or for negligence or strict tort, must be commenced within 90 days following the expiration of the Warranty Period. 16. MODIFICATION OF TERMS: The terms and conditions of sale set forth herein are an integral part of our proposal and/or confirmation of order. These terms shall not be deemed altered or modified by printed or other "standard" terms in a purchase order, acceptance or similar document. Our confirmation or acknowledgment of any order is with the express understanding that all printed or other "standard" language on any such documents submitted by you will be entirely disregarded to the extent that it varies from the terms and conditions of this proposal/order which may be modified only by typed or handwritten language in the body of your order, acceptance or similar document, together with a written acknowledgment and acceptance of such modification by us. 17. LIMITATION ON WARRANTIES: THE WARRANTIES SET FORTH HEREIN ARE IN LIEU OF ANY OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING AN IMPLIED WARRANTY OF MERCHANTABILITY, AN IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND AN IMPLIED WARRANTY OF NONINFRINGEMENT. WE HEREBY EXPRESSLY EXCLUDE FROM THIS CONTRACT THE IMPLIED WARRANTY OF MERCHANTABILITY, THE IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND THE IMPLIED WARRANTY OF NONINFRINGEMENT. OUR WARRANTIES AND LIABILITIES HEREUNDER ARE LIMITED AS STATED HEREIN. WWW.ALFALAVAL.COM Page 64 of 211 Agenda Page 9 of 9 Proposal — Moab, UT 18. APPLICABLE LAW: Any controversy or claim arising out of the contract or the breach thereof shall be finally decided with binding effect on both parties by the courts of Virginia and in accordance with the laws of the Commonwealth of Virginia, without giving effect to the provisions thereof relating to conflict of laws. THE EQUIPMENT AND PARTS DESCRIBED IN THESE TERMS AND CONDITIONS OF SALE MAY CAUSE INJURY IF NOT OPERATED PROPERLY AND FOR THIS REASON ALL OPERATORS SHOULD BECOME THOROUGHLY FAMILIAR WITH THE OPERATING INSTRUCTIONS BEFORE OPERATING THE EQUIPMENT. WWW.ALFALAVAL.COM Page 65 of 211 Agenda B4MATR7.DWG 48'-2 3/4" -.4 13'-3 3/4" 2'-7" 32' 5'-3" 3'-4" i 4'-1" CONVEYOR 21'-8" I11 iiit-TAIDE.t.- II �iiiF ieSii-i u Iliil �l' "" II 1111II� .I MI = ■ _I �.. 1 D LA \ 10'- '-4" NOTES: 1. POLYMER PUMP 2. SLUDGE PUMP 3. SLUDGE CALIBRATION 4. 1 1/2" F. WASH WATER CONNECTION 5. 4" M. SLUDGE INLET CONNECTION 6. 6"F-4"M. DISCHARGE DRAIN CONNECTION 7. POLYMER TANK 8. POLYMER MIXER 9. WASHWATER BOOSTER PUMP 10. LOCAL CONTROL PANEL 11. 2/4 SO CORD X 50', 400V.MIN./ 100 AMP.,3 PHASE, 60 HZ. W/GROUND '-6" 15'-2" ° 3,-4„ ° i I O OFFICE 0 0 I /-\ Ail -1_I_ �- 1-115•~ram■ \+ids lT 'rc iili M1 lif f 4 4 N E0 0,C -4• NIE a ■ii�■iiiiir b .I=== PIPE RACK L -VAT 10 \ 4 0 lOGISI!� I O ❑ ❑ MO 0 0 0 0 0000 OHIO r 10' 6'-1" 1 13'-2 1 /2" 3'-3" } EL. 0'-0" NOTE! THIS DRAWING NOT INTENDED FOR MANUFACTURING OR BUILDING USE. TOLERANCE UNLESS NOTED FRACTION x. X.X INCHES MILLIMETERS + / — 1/32 +/-0.100 +/-0.030 N/A +/ +/-1.0 REV 2 3 4 9 REMOVED 94 FDEROMSCPoPf10 ITLE OF DWG. 6/02 ADDED MANUFACTURING NOTE. 10/10 UPDATED KLAMPRESS TO 3-BELT Err SAC MM MCA 'fa JET MCA R7 8 9 10 DATE DESCRIPTION BY APP'D X.XX +/-0.015 +/ 5 11 X.XXX +/-0.005 +/ 6 12 RQIIQE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF ALFA LAVAL ASHBROOK SIMON-HARTLEY INC IS LENT TO THE BORROWER FOR HIS CONFIDENTIAL USE ONLY. IN CONSIDERATION OF THIS LOAN, THE BORROWER PROMISES TO RETURN IT UPON REQUEST AND AGREES THAT IT SHALL NOT BE REPRODUCED. COPIED, LENT, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH R IS SPECIFICALLY FURNISHED. DRAWN JS CHECKED JS JET HER NA 2/26/98 D 2/26/98 DATE 02/28/98 WECHT N/A NOTE: 1)DEBURR ALL SHARP EDGES. 2)MARK WITH PART NUMBER PER WORK OR PURCHASE ORDER ALFA LAVAL ASHBROOK SIMON-HARTLEY ALFA LAVAL ASHBROOK SIMON—MAR= INC 11600 East Hardy Road Phone: 281-449-0322 Houston, Texas 77093 FAX: 281-449-1324 ITIE GENERAL ARRANGEMENT DEMO TRAILER KLAMPRESS SCALE CUSTOMER 1/52 ASHBROOK DWG. NO. SK001512 REV 3 Page 66 of 211 ALFA LAVAL SUPPLEMENTAL PROPOSAL PHOTOGRAPHS .. u.aN. In l■ i.1.r. Page 67 of 211 Page 68 of 211 Page 69 of 211 Agenda Page 70 of 211 Agenda Page 71 of 211 Page 72 of 211 Agenda Page 73 of 211 Uom• Page 74 of 211 Page 75 of 211 Page 76 of 211 Agenda Page 77 of 211 miiEllim CHARTER MACHINE CO. PROPOSAL Page 78 of 211 Agenda CHARTER MACHINE COMPANY MOAB CITY WASTEWATER TREATMENT PLANT DEWATERING PRESS PREPARED FOR City of Moab do City Recorder 217 East Center Street Moab, Utah 84532 And istWEST 135 Ranch Loop Road Preston, Idaho 83263 Jeremy Jensen Phone: 801-718-6518 Page 79 of 211 CharterMachine Company De vaiering Equipment Machines Division A GEC Subsidiary June 12, 2014 City of Moab 217 East Center Street Moab, Utah 84532 Charter Machine Company located in Metuchen, New Jersey is pleased to offer their TOWER PRESS model TP17.43 along with the auxiliary equipment as a mobile trailer unit to provide a complete dewatering system regarding your Dewatering Press Project. The press offered is larger than the specified 1.0-meter unit; the TP17.43 is 1.7-meters wide. Although the press is wider and will process more gaibns per minute it does not require any special road permits. We introduced the TOWER PRESS design in the early 80's and it has been utilized in municipal and industrial applications since that time. There are many advantages to the design including a low gravity deck which eliminates stairs and platforms to view the process and a high discharge to better accommodate conveyors or any other discharge arrangement We have included user friendly features such as pneumatic plow lift and doctor blade release that makes cleaning and maintenance much easier. Please review the brochure that is included for all the features and benefits that the Tower Press provides. The specfic:ation — SECTION 464322 — are written around the named Ashbrook model so matching the specifications 100% does not occur since every manufacturer has their own design and method of manufacture but Charter Machine's proposed unit meets the intent of the specification and will meet the performance criteria specified. We appreciate your interest in Charter Machine and should you have any questions or comments please feel free to contact myself or Jeremy Jensen at isiWEST and we will assist in any way possible. We look forward to working with you and welcome the opportunity to be of service. Thank You, ir.e/A'14-1/r Wtllliam M. Wright National Sales Manager CELL: 217-313-1371 55 Wester Ave. Awn N.J. 08840 (732) 548.4400 Fax (732) 494-459 1NW W.CHARTERMACHINE.COM --9=110Nkir=a'aeaarsfa . Page 80 of 211 I MOAB CITY BID SPEC SHEET CITY OF MOAB MOAB CITY WASTEWATER do CITY RECORDER TREATMENT PLANT 217 E CENTER STREET DEWATERING PRESS MOAB, UT 84532 *** DEADLINE FOR ALL BIDS IS FRIDAY, JUNE 13, 2014 AT 3:00 PM *** IF YOU WISH TO FAX YOUR BID, PLEASE USE THE FOLLOWING FAX TELEPHONE NUMBER (435) 259-4135. ALL BIDS MUST BE TURNED INTO MOAB CITY OFFICES ON THIS BID SHEET. PROPOSAL FORM TO: The City of Moab The undersigned hereby declares that they have carefully examined the requirements of the specifications contained herein, and propose to furnish and deliver to the City of Moab the apparatus listed below. ONE (1) Dewatering Press PURCHASE PRICE: $ 02 73, 7 Q•Z. DELIVERY, START-UP AND TRAINING: $ iy 4 go --- o� � TOTAL: $ .288, `13- � (In Words) 17447 fianw-Fe -eichly 4/44er Titok-rdoivp Avti eziv /,d0.-6Ao Afry T/r/iin-y Two Dvc4/94s. - Moab cni► Deuratering Equipment ew 1 Page 81 of 211 Warranty shalt be provided per Section 464322 paragraph 1.5. Supplier may 5irnish a higher level of warranty protection if specified below: imerew (3 y0Aes - Rost Atiz4 c o iwivc S 'THROE (3) Veil" - BEARiHG s Company Name: C-171/9-/er, t / 144,41h1/4 d.O. City/StatelZap: /j 0-rvc, `i N New w ©ggyo Company Phone Number: 6-4/g r 4/4/00 Authorized Company Signature: Moab Oty newatering Equipment Bid Page 82 of 211 2 I CITY OF MOAB TECHNICAL SPECIFICATIONS FOR SLUDGE DEWATERING EQUIPMENT Section A — Dewaterine Enninment COMPLY Yes No 1.0 INTENT X It is the intent of this specification to provide for the purchase or lease of dewatering equipment for the Moab Wastewater Treatment Plant. In comparing proposals, consideration will not be confined to price only. The successful bidder will be one whose product is judged to best serve the interests of the City when price, product, safety, quality and delivery are considered. The City of Moab reserves the right to reject any or all bids or any part thereof, and to waive any minor technicalities. A contract will be awarded to the bidder submitting the lowest responsible bid meeting the requirements of this specification. 2.0 EOUIYALENT PRODUCT Bids will be accepted for consideration on any make or model that is equal or superior to the dewatering equipment specified Decisions of equivalency will be at the sole interpretation of the City of Moab's Department of Public Works. A blanket statement that equipment proposed will meet all requirements will not be sufficient to establish equivalence. Original manufacturer's brochures of the proposed unit are to be submitted with the proposal. All modifications made to the standard production unit described in the manufacturer's brochures must be certified by the manufacturer and submitted with the bid, or the bid will be deemed "non -responsive" and rejected without further review. Bidder must be prepared to demonstrate a unit similar to the one proposed, if requested 3.0 INTERPRETATIONS In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specification documents or any part thereof Every request for such a consideration shall be submitted in writing on Bid Sync. Based upon such inquiry, the City may choose to issue an Addendum. Moab City Dewatering mate COMPLY Yes No iX COMPLY Yeg= 3 Page 83 of 211 4.0 GENERAL The specification herein gates the minimum requirements of the City. All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The City of Moab will consider as "irregular" or "non -responsive" any bid not prepared and submitted in accordance with the bid document and specification, or any bid lacking sufficient technical literature to enable the City to make a reasonable determination of compliance to the specification. It shall be the bidder's responsiibilhty to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (COMPLY: YES NO) will cause the proposal to be rejected without review as "non -responsive". All variances, exceptions and/or deviations shall be fully desc dbed in the appropriate section. Deceit in responding to the specification will be cause for rejection. 5.0 DEWATERINGENT SPECIFICATIONS 5.1 Equipment and services comply with all specifications listed in Section 464322 — Sludge Dewatering Equipment. 6.0 DELIVERY. START-UP AMID' RAINING 6.1 Dewatering Equipment shall be delivered F.O.B. to the City of Moab Wastewater Treatment Plant in fast class operating condition. 6.2 Acceptance shall be subject to the inspection and approval of the City. 63 Bidder shall state delivery time after receipt of order: 6.4 Bidder shall provide Installation Supervision and Start -Up services per the specification. 6.5 Bidder shall provide a minimum of two (2) days of training for Moab City staff on proper operation, maintenance of the equipment. Training Costs shall be included as part of the bid. Moab City Dewaterbgg EtildpnKnt Sid Page 84 of 211 COMPLY XeL_._No COMPLY Yes No X COMPLY Yes No X X X 4 1 7.0 REFERENCES Bidder shall provide five (5) supporting favorable 10 ewes for the City's aPProval. Name Phone Email 50'4 A-P779c l /n,o4/7". 8.0 EXCEPTIONS AND DEVIATIONS Bidder shall fully describe every variance, exception and/or deviation. Provide all necessary documentation related to the deviation. Additional sheets may be used if required, 500 Arr/4441/il gorr Moab abDeg Equipsvient ew 5 Page 85 of 211 I rig CharterMachine CompanyDewatering Equipment Machines Division A GEC Subsidiary REFERENCES The first four references below are all mobile dewatering companies that are located coast to cost They have approximately 30 individual units consisting of numerous models and sizes of the Charter Machine design. They have utilized these mobile units in every conceivable scenario with every sludge type imaginable. 13ionomic Services, inc. Charlotte, NC Contact Pete Fleetwood Phone: 704-529-0000 pf©bio-nomic.com JND Thomas, Inc Riverside, CA Contact Dennis Thomas Phone: 559-867-3813 dennis©jndthomas.com Metropolitan Environmental Hilliard, OHIIO Contact Russ Reynolds Phone: 614-771-1881 RReynolds©MetEnviro.com Mobile Dredging, Inc. Chester, PA Contact Jerry Vetter Phone: 610-497-9500 Netteremobiledredoina.com Gila County Sanitary District Payson, AR Contact David Millien Phone: 928-474-5257 dmiliienangcsd.org 55 Wester Ave. Metuchen N.J. 08840 (732) 548-4400 Fax: (732) 494-4596 WWVV.CHARTERMACHINE.COM Page 86 of 211 rei CharterMachine \A}-:, Company Dewatecing Equipment Machines Division A GEC Subsidy MOAB UTAH WWTP List of clarifications / deviations to the spoon section 464322 for the mobile trailer. Item Spec. Section 1. 1.1-E1 2. 2.4-,A 3. 2.5-D 4. 2.9 5. 2.10 Comment Charter Machine is proposing a 1.7 meter size unit in lieu of the 1.0 meter unit sped. Main frame is hot dipped galvanized to a minimum of 5 mil. Charter Machine is ping a pneumatic system in lieu of the hydraulics. Skid and sump will be tot dipped galvanized to a minimum of 5 mil. The cun+ent mobile unit does not have curtains but can be supplied with the curtains as specified. Should the proposed unit be considered then a price to install curtains can be provided and ADDED to the proposed price located on the Bid Spec Sheet for your consideration. ve. Metuchen N.J. 08840 (732) 548.4400 Fax: (732) 494-4596 WIAI1b P /AOTCIDUAf`NN►iC fb111/ Page 87 of 211 "reiwi J Company rachs D watering Equipment amines Division A GEC Subsidiary 66 Weider Ave. when N.J. OWN 6443-4400 Fax: (7S2j 484-46Bd ViiVA!! CHARTERIIACHINE.COM Utilizing ;�ischnology. -a c am a) Q Page 88 of 211 eiCharierMachine rCompanyf Dewatering Equipment Machines Division A GEC Subsidiary DATE: June 13, 2014 TO: City of Moab PROPOSAL: Charter Machine Company (CMC) Proposal No. 140613-BB PROJECT: Dewatering Press Project SUBJECT: Charter Machine Company Mobile Trailer #38 We are pleased to offer the following equipment of our manufacture for your consideration. Item 1 One (1) Charter Machine Company Belt Filler Press, Model 7P17.43 with a 1.7 meter belt width, manufactured to achieve the sludge dewatering process performance requirements. All belt press electrical functions will be factory wired to numbered terminals in a frame mounted 304 Stainless Steel NEMA 4X junction box. Each machine will be shipped totally assembled. Also included will be one (1) upstream conditioning device consisting of a 304 Stainless Steel in -line adjustable orifice venturi type mbcer complete with a polyethylene injection ring mounted on the trailer, and plumbed with camlodc type hose fittings. The Belt Filter Press will be totally preplumbed. The belt press will require one (1) sludge feed connection, one (1) water connection and one (1) electrical connection. Hem 2 One (1) Wash Waiter/Rltrat+e Recycle Booster Pump, to provide water to the belt fitter press belt wash stations. The unit will be provided with a filtrate recycle feature that reduces wash water requirements. The booster pump will come complete with galvanized base and integrally mounted to a max. 10 Hp TEFC motor. The controls for the wash water booster pump will be located in the belt fitter press control panel. Item 3 One (1) Air Compressor, receiver mounted, for air supply to the filter press belt tensioning, belt traddng, and pneumatic plow grid -lifting systems. The air compressor shall be a single stage compressor driven by a 1.5 Hp TEFC motor and capable of supplying 5.3 cfm air delivered at 120 psi. Air compressor shall be Emglo model K15E17. Controls for the air compressor will be mounted in the belt filter press control panel. 55 Wester Ave. Metuchen N.J. 08840 (732) 548-4400 Fax: (732) 494-4596 wuwNrticap-rrouerninkm rtnu Page 89 of 211 Page Two Hem 4 One (1) Belt Filter Press Electrical Control Panel, totally factory wired to numbered terminal strips and including all necessary components for the manual operation of the belt filter press system. Components will include belt drive VFD, pushbuttons, lights, relays, switches, transformers, fuses, alarms and starters to perform the necessary control functions. The control panel will be trailer mounted, 304 Stainless Steel, hinged front access, and completely factory assembled and tested. Item 5 One (1) Roedos Model 500 Batch Polymer System consisting of two (2) 500 gallon stainless steel tanks complete with mixers, polymer eductor funnels, solenoid valves, float switches, and polymer feed pumps. This system can be utilized with both emulsion and dry polymer. All polymer system controls will be located in the belt filter press main control panel. item 6 One (1) Charter Machine Model L — 2.10 Polymer Preaaration/Feed Unit, as specified and shall be capable of metering, diluting, and activating an emulsion polymer with water. This system shall be capable of controlling separately the water flow and the polymer injection dosage, and shall be furnished as a complete assembled unit. One (1) polymer feed pump to provide mixed polymer solution to the polymer injection points. The pump will be a full range, end suction centrifugal type, and will be driven by an AC motor. The polymer system shall be mounted on the trailer. All polymer system controls will be located in a local control panel. The polymer system power shall be 15 amps at 120 volts, single phase, powered by others. Hem 7 One (1) Progressive cavity, sludge feed puma, complete with motor and variable speed drive, mounted on a galvanized steel base and located on the trailer. Item 8 One (1) Shuttle screw conveyor mounted on the belt press frame for facilitating the movement of dewatered sludge from the discharge of the belt filter press to the discharge conveyor. Item 9 One (1) Sludge discharge conveyor, shall be a tube frame, troughing slider type, for facilitating the movement of dewatered sludge from the discharge of the belt filter press to the disposal container. The conveyor will be approximately sixteen (16) feet long and will include Page 90 of 211 Page Three one (1) AC constant speed drive motor. Controls for the discharge conveyor will be located in the belt filter press control panel. li+em 10 One (1) 48' lona x 8' wide deck, open trailer, with access walkway grating and trailer access steps. A roof assembly is located on the trailer deck covering the polymer system, and the control panel. Item 11 One (1) carbon steel sump base, galvanized. Hem 12 One (1) power bansformer. Item 13 One (1) lot of discharge, suction and fire hoses and fittings. 100 feet -1.5 inch NPT Fire hose 140 fleet - 4 inch Suction & Discharge hose with Kamlok connections 100 feet - 6 inch Drain hose with Kamlok connections 150 feet - 6/4 Power cord for 480V, 60AMP, 3 Phase Service Transformer on the trailer for 240V, 120AMP, 3 Phase Service Item 14 One (1) Sludge Flow Meter with intheara/ flow transmitter. Item 15 One (1) Water Flow Nether: Item 16 The services of a factory trained representative for the purposes of installation, inspection, startup and operator training will be provided for a period not to exceed four (4) days on -site. and to be completed in one (11 trip. Additional service may be requested at a rate of $120 per hour, plus all travel and living expenses. Please note that Charter Machine Company includes a factory sludge test to optimize polymer selection prior to startup. A 5-gallon sludge sample is required. Testing is to be coordinated through Charter Machine Company's service department. Page 91 of 211 Page Four Please Note: Except as otherwise noted herein, the following are not included in our offering: Local, state or federal taxes, permits, or other fees. Polymer for startup or operation. Warranty: Our equipment shall be warranted against defects in workmanship and materials for a period of eiahteen (18) months after delivery. Rolls and roll coatings are warranted for three (31 years, bearings shall be warranted for three (3) years. These warranties are based upon compliance with Charter Machine Company's handling, storage, installation, startup, operating and maintenance procedures. Unless otherwise specified our standard payment terms are 100%-30 days. Other terms and conditions apply per the attached sheet. Late payments shall be subject to a 1.5% per month finance charge. Unless otherwise specified this proposal is offered for acceptance for (60) sixty days and is subject to review thereafter. Pricing is firm based upon receipt of a Purchase Order within this (60) sixty-day period We wish you success on this project and look forward to the opportunity of working with you. Should you have any questions or comments please do not hesitate to contact me and I will assist in anyway possible. Very truly.yours, Charter Machine Company William Wright William Wright Attachments Page 92 of 211 CHARTER MACHINE COMPANY TERMS AND CONDITIONS OF SALE 1. Governing Terms: These Terms and Conditions shall exclusively govern the sale of equipment, components and related services by Charter Machine to Purchaser. Acceptance of Charter Machine's offer or counteroffer by admowledgment is expressly limited to the terms and conditions set forth herein and those stated in any specific Charter Machine proposal or acknowledgment. Charter Machine hereby gives notice of objection to any different or additional terms which may be proposed or contained in any document forwarded by Purchaser. No other terms or conditions or modification of these terms shall be binding upon Charter Machine unless specifically accepted in writing by an authorized representative of Charter Machine. Merely signing a purchase order or other document as a condition of payment shall not be deemed a specific acceptance of different terns therein by Charter Machine. In the event of any inconsistency between these tams and conditions and the express terms and conditions of any specific Charter Machine proposal or acknowledgment, the express terms and conditions contained in that specific proposal or acknowledgment shall be controlling. In the event that Charter is forwarding these terms and conditions as part of Charter's acceptance of an offer made by the Purchaser, whether through a Purchase Order or other document, Charter's acceptance of such offer is hereby expressly conditioned upon Purchaser's acceptance of and assent to the terms and conditions set forth herein. 2. Pricing: Unless otherwise expressly stated therein, prices set forth in quotations are valid for acceptance within 60 days of a Charter Machine proposal and shipment is to be made within six months from any such acceptance. If Purchaser causes or requests delays in manufacture or shipment such that shipment is not made within six months from acceptance of a Charter Machine proposal, Charter Machine shall be entitled to receive a price increase in the amount of the actual escalation in labor, material, overhead, and component costs incurred by Charter Machine, as well as reasonable costs of shutdown, delay, start-up and storage costs. The price increase shall be affected by an appropriate Change Order, as more specifically set forth in Paragraph 4 of these Terms and Conditions. 3. Payment Terms: Subject to a satisfactory credit check and approval by the Charter Machine Credit Department, Charter Machine will extend credit to Purchaser and payment of the full net invoice price shall be due within 30 days of receipt by Purchaser. Should any investigation or other facts made 'mown to or discovered by Charter Machine at any time cause Charter Machine to reasonably deem its ability to recover payment insecurity of payment at any time, Charter Machine reserves the right to demand payment terns which adequately assure Charter Machine of Purchaser's ability to make payment and to withhold shipment until such terms are reached or payment is received. Invoice amounts that are not paid within thirty days shall be subject to a 1.5% per month finance charge. 4. Change Orders: When Purchaser delivers a signed and approved Change Order, Charter Machine shall make such changes which are within the general scope of these Terms and Conditions and which are set forth in the Change Order. Adjustments in the pricing and time of delivery, if any, resulting from these changes shall be set forth in the agreed upon Change Order. Any adjustment in price shall be an agreed upon lump sum based upon Charter Machine's proposal for the Change Order work. 5. Payment For Additional Work: Charter Machine will perform additional work if and when provided a final approved and agreed upon signed Change Order. Purchaser shall pay Charter Machine the amount set forth in the Change Order within thirty days from the date of the completion of the Change Order work. 6. Taxes: Purchaser shall be responsible for payment of any and all applicable sales, use, excise or other taxes resulting from any sale made to Purchaser. Charter Machine shall add any applicable sales, use, excise or other tax to the price of equipment, components or related services and remit such tax to the appropriate taxing authority. Purchaser is responsible for and bears the risk of establishment of a valid exemption from any tax, and shall indemnify, defend and hold Charter Machine harmless from any loss, cost or expense relating to exemptions. 2258828v1 Page 93 of 211 7. Shipping: All equipment and components will ordinarily be shipped in one lot by the lowest cost method in the discretion of Charter Machine. Additional shipments requested by Purchaser shall be subject to additional shipping and handling charges. All shipments shall be F.O.B. Charter Machine's plant. Delivery to the carrier shall constitute delivery to Purchaser for purposes of transfer of risk of loss or damage in transit and meeting Purchaser's schedule. Purchaser is responsible for obtaining cargo insurance and shall pursue any loss or damage claims solely with the carrier. 8. Delivery Dates: All delivery dates are approximate and subject to revision due to engineering approval delays, availability of materials and components, and other causes beyond Charter Machine's control, including but not limited to unusual weather conditions, fire, unusual delays in transportation, acts of God or government, accidents, any labor dispute (inchrding lockouts or strikes), damage or breakdown at Charter Machine's plant or any other work stoppage of 30 days or more Charter Machine will use its best efforts to meet promised delivery dates, but under no circumstances shall Charter Machine be liable for any direct, or indirect, consequential, incidental, liquidated or other damages for delay in delivery. Purchaser will notify Charter Machine within 30 days after order acceptance of the scheduled delivery date. If Purchaser does not notify Charter Machine a delivery date of 6 months after order acceptance is agreed For any delays which are beyond Charter Machine's responsibility, a finance charge of 1.5% per month will be due. 9. Field Service: "Field Service" refer, to the services of a Charter Machine factory -trained representative at the site of end -use for initial installation, inspection, start-up observation and operator training and for subsequent investigation of warranty issues, operation difficulties and Purchaser complaints or requests for post -warranty service. Purchaser acknowledges that Charter Machine Field Service representatives shall make all arrangements necessary with labor unions for their presence on the site. No contractual warranty or indemnity relating to Field Service is extended by Charter Machine, nor are its Field Service representatives authorized to bind Charter Machine with any oral or written representations or statements that conflict with or alter the governmental contract terms or any manuals or written instructions provided by Charter Machine. This paragraph shall apply to any and all initial and subsequent Field Service provided by Charter Machine relating to the equipment sold to the Customer. Each project includes a specific number of days of start-up service on site, consisting of not more than 2 separate site visits. Charter Machine is unable and is not required to perform its start-up service unless and until the entire project is ready for start-up. All days for which Purchaser schedules Charter Machine for startup services, but Charter Machine cannot perform start-up services because of improper installation, the failure of other equipment or the status or operability of any other portion of the project, will be charged against the allotment of start-up services for the project. If the allotted amoum of start-up services are exhausted and any additional start-up services are required, all start-up services in excess of the allotted start-up services will require approval of a written Change Order and Purchaser will be required to pay for such additional start-up services at the rates established in that change order. 10. Cancellation: Purchaser may not cancel or terminate its order without the written consent of Charter Machine and payment of Charter Machine's incurred costs, overhead, losses and anticipated profit. If Purchaser is subject to a termination for convenience provision in the prime contract, Charter Machine may consider a request to defer payment pending resolution of the Purchaser's claim. 11. Government Standards: Charter Machine's equipment will be designed and manufactured to comply with federal government occupational safety, noise, sanitation and health standards. The Purchaser is solely responsible for compliance of the equipment and its operation with any state or local laws, codes, ordinances, or regulations, unless specifically identified by Charter Machine in its proposal. 12. Limited Wamurty: Charter Machine warrants that the equipment and components furnished will be and remain free from defects in workmanship and materials and perform the general process function intended, solely under the conditions defined by Charter Machine, for a period of (a) 12 months from completion of installation, start-up or acceptance of the equipment, or (b) 18 months from the date of delivery to Purchaser, whichever expires first. Charter Machine will replace, modify or repair, at its sole option, any 2258828v1 2 Page 94 of 211 such defective component or equipment at no charge provided that Charter Machine is notified promptly in writing of any claimed defect and, if requested by Charter Machine, the claimed defective part or component is returned to Charter Machine, freight pre -paid. If Purchaser fails to promptly notify Charter Machine in writing of any claimed defect, Purchaser waives its right to claim a breach of the warranty with respect to such claimed defects. This warranty does not apply to any defect or malfimction arising out of failure to store, install, operate or maintain the equipment in accordance with instructions by Charter Machine or its operation under conditions other than those defined by Charter Machine. Any unauthorized modification or alteration of the equipment or repair or replacement of components shall void this warranty. THLS WARRANTY IS EXCLUSIVE AND INTENDED TO BE IN LIEU OF ANY OTHER WARRANTIES, INLCUDIING THE IMPLED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 13. Exclusive Remedies: Purchaser acknowledges that its sole and exclusive remedies for breach of the Limited Warranty shall be replacement or repair by Charter Machine of any defective equipment or comment, and payment of the reasonable out-of-pocket costs incurred in connection with replacement or repair if such costs are approved in advance by Charter Machine, or refund of 80% of the purchase price if the equipment cannot be repaired or replaced. This remedy is exclusive and does not include any consequential, incidental, special or other form of damage or extraordinary costs for removal or re- installation, such as crane rental or structural alteration or demolition. 14. Limitation of Liabilities: Charter Machine shall not be liable in contract, tort or otherwise for any form of consequential, incidental, punitive, or liquidated damages, loss of use, cost of cover, extraordinary removal or re -installation costs, or governmental fines or penalties arising out of failure of its equipment to perform or be free from defects, late shipment, errors or omissions in Field Service or any other breach or failure to perform whatsoever. Under no circumstances shall Charter Machine's total liability of any type exceed 80% of the purchase price. 15. IndemniScadon: Charter Machine shall indemnify Purchaser from and against any claims, suits, or demands by others for property damage, personal injury or death arising out of the sole fault or neglect of Charter Machine in the manufacture of its equipment, or for damages for patent infringement arising solely out of equipment or components designed and supplied by Charter Machine. This indemnity obligation shall be void unless Purchaser provides prompt written notice to Charter Machine of any occurrence which may require indemnification. Charter Machine shall assume the defense and settlement of any claim, suit or demand, and Purchaser shall cooperate in all respects with Charter Machine in any such defense and settlement. 16. Title: Notwithstanding delivery or installation, title to all equipment fumished shall remain solely with Charter Machine until the full purchase price is paid by Purchaser. Until such time, Charter Machine may enter the premises where such equipment is then looted and repossess and remove such equipment by any lawful means and as Charter Machine's personal property. Purchaser agrees to perform all acts deemed necessary or desirable or requested by Charter Machine to maintain Charter Machine's rights, in, and title to, such equipment. 17. Governing Law: The transaction between Purchaser and Charter Machine shall be deemed to be made under and its terms shall be governed by, construed and enforced in accordance with the laws of the State of New Jersey without regard to its conflict of laws provisions. 18. Arbitration: Any controversy or claim arising out of or relating to this contract or its breach shall be settled by binding arbitration conducted in New Jersey in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association and New Jersey law and judgment on the award rendered by the arbitrator(s) may be entered in any court of competent jurisdiction. The party prevailing in the arbitration shall be entitled to recover its attorneys' fees and costs of the arbitration. 2258828v1 3 Page 95 of 211 19. Assignment: Purchaser shall not assign any of its rights or obligations without the express prior written consent of Charter Machine, which consent may be withheld, delayed or conditioned in Charter Machine's sole discretion. The transaction between Purchaser and Charter Machine shall not be construed to confer or create a third -party beneficiary relationship with any other entity. 20. Severability: The partial or complete invalidity of any one or more provisions of these Terris and Conditions shall not affect the validity or continuing force and effect of any other provision. 21. Joint Dratitinw The parties expressly agree that these Terms and Conditions were jointly drafted, and that they both had an opportunity to negotiate its terms and to obtain the assistance of counsel in reviewing its tams prior to execution. These Terms and Conditions therefore shall be construed neither against nor in favor of either party, but shall be construed in a neutral manner. 22sas2av1 4 Page 96 of 211 I epue6d -., d0 j 133H1 3 was O1 lLIfflw l WOO—N-8E11 'ON OM 32IS SMIA 3NIH3VN SCVLI SS3tid 213A01 8E8 2131IVa1 1�4.I1 Oi880 rt4 N3NO113N 3AV N31S3A L� ANVdW03 3NIH3V14 t131.8VH3 SSI IaiOOd ElMixi 1B al now 00179 N IVIVINIODO MOW PAOIrINN1DvlId 0314103/18 38UN413F1J.0 8839Nn 6a9Nvma-Ku.3-av amid R ImS 'As MAMA 13'11010350a NMI 331A 4d c 11109 'AAA ► NVOSND W- ,ocl $MaV19M 1411A 32311 too .9 - A01 S11013310403 =tam WA MOH 30M1014311I0 I NOLL3NS .► - ANT 3SON 3a1! kill .S/1 1 - A0: 'MOS 311SOdd0 3111 NO 313V Sdn-NoON llV ■ s.rus S333311 COMM 111, 11 ,1114 II kb "IIIIIII IIII III [11511mm ill, �11111'Bl,lillll4 1111,11 11.1111! 111111 41!,1 SdMM YiU�d 4 !IN 3 01106,1 0-1 a3S! mans = 14011tl1,41104N1 al MOH Sean SS11339 was ION �B lewd Nml= dlllUlllll'.IIIIIIII!IIfIIIiIIIIIIIIIL 101 II!IIIIi11111111111U1' 1'I Lot III'i1.11111111111W ui IIIIIBi1 L017A/Rf l .9/1 BB8 AIL 891 Charter Machine Company Projected Performance Residuals/Biosolids Dewatering Belt Filter Press Model TP Series 43 The following data is intended as an estimating guide only. The listed performance values are the results of a combination of actual installations, on -site demonstrations and laboratory bench tests. Dewatering of ResidualsBiosolids is far from an exact science. We make no statement of warranty that actual machine performance will comply with the anticipated performance as listed. Performance warranty must be supported by laboratory bench testing of the representative residuals/biosolids. THROUGHPUT: POUNDS DRY SOLIDS PER HOUR GALLONS PER MINUTE (CALCULATED AT MID RANGE FEED %) SLUDGE TYPE FEED % CAKE % FILTRATE CAPTURE % POLYMER CONSUMP. LBS/TON 12 L S/H P TP17.43 LBS/DS/H GPM 22 L S/H P PRIMARY 4-8 28-40 96 2-8 2,400 80 3,600 120 5,100 170 ANAEROBICALLY DIGESTED 2-5 17-27 96 6-10 1,400 80 2,100 120 3,000 170 50% PRIMARY 50% SECONDARY 3-6 20-34 96 6-10 1,800 80 2,900 130 4,050 180 WASTE ACIVATED .5-1.5 16-21 97 8-12 800 160 1,050 210 1,500 300 AEROBICALLY DIGESTED 12 14-19 98 10-14 750 100 1,280 170 1,650 220 ALUM 1.5-2 16-24 96 8-16 700 80 960 110 1,400 160 PHARMACEUTICAL 3-5 20-32 96 8-12 1,400 70 1,800 90 3,000 150 SAND/GRAVEL 25-35 70-77 95 1.5-2.5 12,000 80 15,000 100 24,000 160 COAL 20-40 62-70 94 1.5-3 12,000 80 18,000 120 30,000 200 PULP/PAPER 1.2-6 30-36 _ 98 .7-4 3,060 170 4,680 260 6,300 350 Page 98 of 211 cc -a c am a) Q SPECIFICATIONS MOBILE DEWATERING TRAILER CHARTER MACHINE CO. 48' DROP DECK TRAILER WITH MOUNTED 17.43S BELT FILTER PRESS Page 99 of 211 I TABLE OF CONTENTS SECTION DESCRIPTION PAGE 1. GENERAL 4 2. TRAILER SPECIFICATION 4 3. STEPS AND WALKWAYS 5 4. TOWER BELT FILTER PRESS MAIN FRAME 5 5. FLOCCULATOR 5 6. GRAVITY DEWATERING ZONE 5 7. WEDGE ZONE 6 8. HIGH PRESSURE/SHEAR ZONE 6 9. CAKE DISCHARGE ZONE 6 10. ROLLERS 7 11. ROLLER BEARINGS AND SEALS 7 12. BELT TENSIONING 8 13. BELT TRACKING 8 14. PNEUMATIC CONTROL SYSTEM 8 15. BELT WASH STATIONS 9 16. FILTER BELTS 9 17. DRIVE MOTOR 9 18. FACTORY WIRING 10 19. SAFETY FEATURES 10 20. ELECTRICAL CONTROL PANEL (Manual) 10 21. UTILITY REQUIREMENTS 111 22. SUMMARY OF CONSTRUCTION MATERIALS 11 23. MAGNETIC FLOW METER 12 24. SLUDGE FEED PUMP 13 25. POLYMER SYSTEM 13 26. POLYMER FEED PUMP 13 27. POLYMER DILUTION PANEL 13 Trailer-2 05/05 Page 100 of 211 28. POLYMER PIPING AND VALVES 144 29. L-2.10 POLYMER SYSTEM Error! Bookmark not defined.4 30. SHUTTLE SCREW CONVEYOR 14 31. DISCHARGE CONVEYOR 144 32. MISCELLANEOUS ITEMS 15 33. FIELD SERVICE 166 34. SUMP BASE 166 Trailer-3 05/05 Page 101 of 211 1. GENERAL The dewatering trailer to be fumished under this contract shall comply with the following specifications which are based upon time proven design. That design combines high strength structural integrity, extensive material longevity, minimal maintenance and utility requirements, and state of the art process resulring in superior overall performance. The belt filter press fumished under this contract shall feature a vertical arrangement of pressure rollers that permits 205 degree minimum wrap on each roller with each roller separately pan drained to prevent rewetting of the preceding rollers. 2. TRAILER SPECIFICATION 2.1 TRAILER : DTL 3000; 48' x 96" x 20" drop deck, 10' spread axle with dump valve and air ride suspension 2.2 REGISTERED GVW : 80,000 pounds 2.3 OVL. HEIGHT: 2.4 RUNNING & MARKER LIGHTS: 2.5 INTERIOR LIGHTS: 2.6 WIRING : 2.7 RUST PROTECTION: 2.8 PAINT: 2.9 FLOOR DRAINS: 2.10 LANDING GEAR: 13'-6" As required by DOT, top & bottom of trailer. Water tight lighting, 150 watts each. 12 gauge wiring around outside perimeter of roof in special wiring channel provided with upper rail, heat shrink connectors required throughout. All steel parts to be zinc chromated in areas that will be inaccessible after assy. Undercarriage to be OSHA safety blue acrylic enamel. All outside surfaces above undercarriage and interior surfaces other than walls to be white acrylic enamel. (4) 3" pipe drains with caps for removal. (2) located at front comers of upper deck (2) located at front comers of lower deck. Heavy duty, mfg. Holland, Mark V, four independently adjustable. Trailer-4 05/05 Page 102 of 211 co a m a) Q 3. STEPS AND WALKWAYS 3.1 The dewatering trailer shall be furnished with 32" wide x 24' long sections of fold -up galvanized grating with 11A" diameter galvanized pipe safety handrails. The grating shall extend along both sides of the belt press. 3.2 Two sets of removable access steps with safety handrails shall be supplied with the dewatering trailer. One set of steps shall be looted at the discharge end of the dewatering trailer, the other set of steps shall provide access to the center section of the dewatering trailer. Both sets of steps and handrails shall be hot dip galvanized. 4. TOWER BELT FILTER PRESS MAIN FRAME 4.1 Main frame design shall be a box frame of welded and bolted MC channels conforming to ASTM Specification A36 and designed to accommodate all operating and static loads without significant deflection, deformation or vibration. Maximum operational loading shall be defined as the sum of the belt tension load based on a belt tension of 50 pli; friction loads; roller, equipment and sludge loads; any loads induced by the belts; and any loads induced by the torque of the drive. The pressure zone main beams shall have a moment of inertia of at least 60 inches to the fourth power. 4.2 Main frame coaling is crucial to the protection of the press main frame. All frame members shall be prepared and coated according to ASTM A123, hot dip galvanized to a minimum 5 mil thickness. All frame members shall be drilled and machined, and all bolted connections shall be disassembled prior to galvanizing. 6. FLOCCULATOR 5.1 The belt filter press shall be furnished with a 6" stainless steel upstream sludge - conditioning device consisting of an inline adjustable orifice venturi type mixer complete with polymer injection device. The mixer shall be designed to condition the sludge with polymer to result in a degree of flocculation that will produce the greatest amount of dewatering while maintaining the highest quality filtrate. 5.2 The flocculation device shall be mounted beneath the deck of the trailer and plumbed with camlock type hose fittings for easy installation into the sludge line. 5.3 Location of the flocculation device shall be adjustable by increasing or decreasing the number of hoses prior to or after the conditioner. 6. GRAVITY DEyVATERING ZONE 6.1 The gravity dewatering zone shall consist of an extending horizontal belt with neoprene sealed sidewalls. Sludge shall be distributed on the horizontal belt through a stainless steel head -box. A series of eleven (11) rows of plows shall be arranged along the sludge path to achieve maximum drainage of free water from the sludge. The sludge plows shall be constructed of polyethylene and be free floating to ride on the filter belt. Trailer-5 05/05 Page 103 of 211 6.2 The complete sludge plow assembly can be raised away from the filter belt for cleaning purposes by operating a 4-way pneumatic hand valve. The free-floating, individual plows shall ride on the belt. Each individual plow shall be replaceable without disassembly and removal of the plow grid, and without the use of hand tools. 6.3 Sludge from the upper gravity area shall be distributed onto the lower horizontal belt by a baffled type 304 stainless steel chute. 6.4 Midway through the lower gravity area, an adjustable stainless steel sludge leveling bar shall evenly apply the sludge across the full belt width. 6.5 The gravity belts shall be supported by rollers and a grid of high density polyethylene wear bars. 6.6 The minimum effective dewatering area of the upper and lower gravity dewatering zones shall be 80.79 square feet as measured along a single bell 7. WEDGE ZONE The wedge zone shall be provided in order to gently apply and gradually increase the pressure on the thickened sludge. The wedge zone shall consist of a wedge- shaped roller and adjustable grid formation in which the two belts gradually converge to form the cloth/cake sandwich. Support for the filter belt shall be high density polyethylene wear bars. The minimum effective dewatering area of the wedge zone shall be 50.65 square feet as measured along the lower belt 8. HIGH PRESSURE/SHEAR ZONE The high pressure/shear zone shall consist of a minimum of eight (8) rollers. The first shall be a 1/4" thick perform drum of 26" diameter with perforations of minimum 7/8" diameter and minimum 34% open area. The succeeding rollers shall be solid faced decreasing in diameter from 20" to 14" to 11" and arranged in a vertical configuration with belt to roller contact exceeding 205 degrees. The total high pressure dewatering area shall be a minimum of 101.92 square feet as measured along the length of a single belt in contact with the pressure rolls. 9. CAKE DISCHARGE ZONE 9.1 Adjustable pneumatically loaded doctor blades shall be mounted at the discharge rollers for removing sludge cake from both belts. The doctor blades shall be power retractable and can be held away from the filter belts for deaning and maintenance. The amount of pressure the doctor blades exert equally against both belts can be varied while the machine is operating. The adjustment of the doctor blades can be regulated from a pneumatic control panel located on the press. 9.2 The doctor blades shall be made from UHM1N polyethylene. The blades shall be rigidly reinforced to provide even gentle pressure on the belts with a minimal Trailer-6 05/05 Page 104 of 211 amount of abrasiveness and shall be capable of providing passage clearance for the belt seam without injuring the seam. 9.3 A 14-gauge type 304 stainless steel hopper shall be provided for directing the sludge into the screw conveyor. 9.4 The pressure rollers shall be arranged vertically on alternating sides of the main pressure channel. The diameters of the rollers starting with the perforated roll shall decrease in size up through the vertical stack to the first of five 10 %" diameter rolls, with each roller separately pan drained to prevent rewetting of the sludge on the preceding rollers. 10. ROLLERS 10.1 All rollers shall be designed for a maximum deflection of less than 0.013" at mid span under maximum loading conditions. Maximum loading shall be defined as the sum of the belt tension load at 50 pli; friction loads; equipment and sludge loads; any loads induced by the elasticity of the belts; and any loads induced by the torque of the drive. 10.2 The perforated drum shall be of through shaft design with internal bulkhead and matched deflection of shaft and end plates. All other rollers shall be of stub shaft design with each stub secured by an end plate and an internal bulkhead. Assembly of rollers, shafts, end plates, and bulkheads shall be of machined concentricity and by means of continuous weld. 10.3 Drive rollers and tracking rollers shall be coated with a minimum 3/8" thick synthetic rubber of 60 durometer to provide the friction required for efficient belt drive and tracking. All other solid rollers shall be coated to the point of insertion of the bearing with Rilsan Nylon ll to a thickness of 25 mil by the Electra Static, Fusion Bonded Rilsan Powder Dispersion Process. 10.4 The perforated drum shall be hot dip galvanized to a minimum thidmess of 5 mil and shall be totally free of projections that may shorten belt life. 11. ROLLER BEARINGS AND SEALS 11.1 Roller bearings shall have an L-10 rating greater than 1,000,000 hours per AFBMA test procedure when calculated at a belt speed of 15 feet per minute and under maximum loading conditions. Maximum loading conditions shall be defined as the sum of the belt tension load based on a belt tension of 50 pli; friction loads; roller, equipment and sludge loads; any loads induced by the belts; and any loads induced by the torque of the drive. All bearings shall be greasable with all grease fittings located for servicing from the machine exterior. All roller bearings shall be 2 7/16" diameter, double row spherical roller type attached to the shaft with a tapered adapter sleeve and loclmut assembly. All bearings shall have quadruple lip contact seals. Trailer-7 05/05 Page 105 of 211 11.2 All bearing housings shall be class 30 cast iron one piece pillow block type with gasketed end cap as manufactured by Charter Machine Co. Bearing housings shall be coated by a two part epoxy base coat primer of four (4) mil dry film thickness and two (2) finish coats of two part epoxy at four (4) mil per coat dry film thidkness. 12. BELT TENSIONING 12.1 Belt tensioning shall be maintained pneumatically and controlled from the press mounted pneumatic control center. 12.2 Each filter belt shall be tensioned by a pair of noncorrosive pneumatic cylinders attached to a rigid tensioning assembly. The tensioning assembly shall be attached to each tensioning cylinder in such a way as to assure parallel movement of the tensioning roller. 12.3 Each belt shall be tensioned individually, with capability of changes with the machine operating. Tensioning pressure shall be gauged at the pneumatic control center. Tensioning cylinders shall be power retractable for belt replacement and emergency detensioning. 12.4 The tensioning arrangement shall accommodate a minimum of t2% increase in belt length throughout the anticipated belt life. 13. BELT TRACKING 13.1 Belt tracking shall be totally pneumatic and shall function as a continuous automatic belt guidance system. Each belt shall be tracked individually by a type 304 stainless steel paddle arm and analog system sensor which monitors one edge of the belt and pneumatically signals a noncorrosive pneumatic cylinder for corrective positioning when required. That corrective motion shall be smooth, minimal, and adjustable. 13.2 Each belt tracking assembly shall be center pivoting complete with bearings to minimize dewatering belt stretch and wear. 14. PNEUMATIC CONTROL SYSTEM 14.1 All belt press pneumatic system controls, belt tensioning, tracking, doctor blade, and sludge plow grid controls shall be frame mounted on the belt press in a NEMA 4X endosure with plexiglass window. Belt and doctor blade tensioning adjustments, sludge plow grid adjustments, tension gages, low air alarm switch, and tensioning valves for on/off control shall be mounted inside the endosure. Belt and doctor blade tensioning on/off and plow grid lift levers and adjustment controls shall extend through the enclosure wall for easy access. The enclosed controls shall be preceded by an oil coalescing filter and a three (3) micron air filter regulator with gage. Lubrication of the pneumatic system shall not be required. Trailer-8 05/05 Page 106 of 211 14.2 The belt press shall be fumished with a receiver mounted two -stage air compressor. The unit shall be complete with 17 gallon ASME Code receiver rated for 200 psi, pressure gauge, automatic overload protector, intake air filter -muffler, pressure switch, safety valve, tank drain, outlet valve, and constant speed regulator. The motor shall be 2 HP, TEFC with 1.15 service factor. 15. BELT WASH STATIONS 15.1 Each filter belt shall be equipped with a belt wash station for constant belt washing. Each station shall indude a manifold with removable stainless steel nozzles, intemal handwheel operated brush, handwheel operated flush valve, and stainless steel neoprene skirted enclosure for containing spray mist. Belt spray water and flush water shall be collected in stainless steel pans and plumbed to the base sump to prevent rewaCering of sludge process. Spray nozzles shall be suitable for use with non -potable plant effluent water. 15.2 A wash water/filtrate recycle booster pump shall be provided and neatly installed near the near of the belt press. The pump shall be centrifugal type with replaceable wear rings and shall be plumbed Into the belt wash system. 15.3 A hose bib shall be plumbed into the wash water piping line prior to the wash water booster pump. 15.4 A water pressure regulator and hose bib shall be plumbed into the water piping line after the wash water booster pump. 15.5 A stainless steel water pressure gauge and isolation diaphragm shall be plumbed into the wash water piping. 16. FILTER BELTS 16.1 Filter belts shall be of polyester monofilament wovenware with minimum tensile strength of 890 pounds per lineal inch. Edges shall be chamfered and belt seams shall be type 316 stainless steel dipper type. Mesh shall be selected for optimal pressure dewatering of the pertinent sludge. Belts shall be self4hreading under power for replacement. 16.2 Replacement of belts shall be accomplished without disassembly of any part of the belt filter press except the belt joints. 17. DRIVE MOTOR 17.1 The belt drive shall be variable speed, shaft mounted on one drive roller shaft. Drive shall transfer to the second drive roller by means of a gear combination. The gears shall be enclosed by a solid, stainless steel enclosure. The drive motor shall be severe duty TEFC of ample power for starting and operating under normal conditions without exceeding the nameplate horsepower and shall have a service factor of 1.15. Trailer-9 05/05 Page 107 of 211 17.2 The belt drive shall be a variable speed type with AC motor. Electrical control of the drive shall be in the belt press control panel. 18. FACTORY WIRING 18.1 All equipment and components shall be factory wired using non-metallic, flexible liquid -fight conduit and fittings wired to numbered terminal blocks in a frame mounted NEMA 4X junction box. All conduit shall be run and secured inside the MC channel frame wherever possible. 18.2 All wiring between the belt press control panel and belt press terminal box shall be run inside rigid PVC conduit. 19. SAFETY FEATURES 19.1 Each belt filter press shall be equipped with a lanyard type safety switch with cable encircling three sides of the press at an easily accessible height. 19.2 Each belt tensioning system shall have a limit switch that shall shut down the system in the event of total belt failure. 19.3 The belt traddng system shall have a limit switch on each side of the press that shall shut down the system in the event of belt tracking failure. 19A Each pneumatic control center shall have a pressure switch that shall shut down the system in the event of low air pressure. 19.5 Each gear drive shall have a solid safety endosure. 20. ELECTRICAL CONTROL PANEL (Manual) The dewatering trailer shall be supplied with a minimum 45 KVA 460 to 230 volt transformer with disconnect and voltage switching gear. Two (2) electrical control panels shall be supplied for controlling the complete dewatering system. All control panels shall be NEMA 4X stainless steel. The main control panel shall contain all motor starters, re-settable motor circuit protectors and control relays. The main panel shall also contain start/stop pushbuttons, selector switches, run lights, and speed potentiometers and indicators where indicated for the following: Air Compressor - 2.0 HP, on / off selector switch Booster Pump 10 HP, start / stop / run light Belt Drive - 2.0 HP, start / stop / run light/pot Screw Conveyor 3/4 HP, start / stop / run light Discharge Conv. Sludge Pump Polymer Pump Belt Break /Overtravel Low Air Pressure 2.0 HP, start / stop / run light • 10.0 HP, start / stop t run light 1.0 HP, start / stop / run light with speed pot • alarm light alarm light Trailer-10 05/05 Page 108 of 211 The Polymer System shall contain start/stop pushbuttons, run lights, alarms, and silence controls located in the belt press control panel for the following: Polymer Tank #1 &2 - fill / stop / fill light Polymer Mixer #1 &2 - 1.5 HP, start / stop / run light Polymer Tank #1 &2 - low alarm light Liq. Metering Pump - local controls on pump. 21. UTILITY REQUIREMENTS 21.1 Electrical - 230/460 volt, 3 phase, 60 Hz. (The dewatering trailer shall be supplied with a transformer to accept either 230 or 460 volt power supply). 21.2 Belt Wash - 55-gpm minimum 21.3 Pneumatics - 3 cfm at 80 psi min., 250 psi max. 22. SUMMARY OF CONSTRUCTION MATERIALS 22.1 Main Frame 22.2 Flocculator 22.3 Perforated Roller n.4 Sludge Plows 22.5 Drive Rollers 22.6 Tracking Rollers 22.7 Other Rollers 22.8 Roller Shafts 22.9 Bearings 22.10 Bearing Seals 22.11 Pneumatic Cylinders Box frame of welded and bolted MC channels conforming to ASTM A36, then hot dip galvanized according to ASTM A123. Type 304 stainless steel and UHMW polyethylene. Carbon steel, hot dip galvanized according to ASTM A123. Polyethylene Carbon steel coated with 3/8" thick synthetic rubber, 60 durometer. Carbon steel coated with 3/8" thicc synthetic rubber, 60 durometer. Carbon steel coated with 25 mil Rilsan II Nylon. Minimum 2 3/4" diameter. Double row spherical roller type with tapered adapter sleeve and lodcnut. Quadruple tip contact seals with gasketed cast iron end caps. 200 psi rating, anodized aluminum tube with stainless steel tie rods, teflon seals, graphite bearing, lubrication not required. Trailer-11 05/05 Page 109 of 211 22.12 Belt Tracking 22.13 Belt Tensioning 22.14 Belt Wash Stations 22.15 Belts 22.16 Filtrate Pans 22.17 Sludge Chutes 22.18 Cake Discharge Chute 22.19 Filtrate Sump 22.20 Water Plumbing 22.21 Pneumatic Plumbing 22.22 Doctor Blades 22.23 Junction Box Fully pneumatic analog. Fully pneumatic. Hand wheel operated internal brush type with stainless steel manifold, valve, nozzles, brush, aluminum handwheel and type 304 stainless steel enclosure with neoprene seals. Monofilament polyester weave selected for function and particular sludge. Seams are 316 stainless steel clipper type. Type 304 stainless steel. Type 304 stainless steel. Type 304 stainless steel. Hot -dipped galvanized PVC, schedule 80. Nylon tubing, 250 psi work, 1,000 psi burst UHMW polyethylene NEMA 4X type 304 stainless steel 22.24 Pneumatics Station NEMA 4X type 304 stainless steel 22.25 Assembly Hardware Type 304 stainless steel 23. MAGNETIC FLOW METER 23.1 The belt fitter press system shall be fumished with a sludge flow measuring system consisting of a high impedance magnetic flowmeter device installed in the sludge pipeline prior to the belt filter press. The magnetic flowmeter system shall be complete including all sensors, recorders, totalizers, wiring, conduit, transmitter located locally on the flowmeter. 23.2 Local indicator shall be capable of displaying instantaneous sludge flow rate in GPM and totalized sludge flow in thousands of gallons. Provide and install all ancillary paraphernalia required to provide complete functioning system. Trailer-12 05/05 Page 110 of 211 24. SLUDGE FEED PUMP One progressive cavity sludge pump complete with motor and variable frequency speed drive shall be supplied to meter sludge to the belt filter press. The pump drive shaft shall be connected to the drive assembly with a flexible coupling and all equipment shall be mounted on a common hot dipped galvanized base. The pump shall be a Moyno 1G065G1-10 HP. 25. POLYMER SYSTEM The polymer system shall consist of two (2) 500 gallons stainless steel tanks complete with mixers, polymer eductor funnels, water solenoid valves, low, mid and high level float switches, and one polymer feed pump. Operation of the system shall consist of pressing the water fill and mixer start pushbuttons and then manually adding the required amount of polymer into the polymer eductor. Once the water has reached the proper level, the high level float switch shall close the water solenoid valve. 26. POLYMER FEED PUMP 26.1 One variable speed, positive displacement, polymer pump shall be provided to pump the diluted polymer solution from the two 500 gallon polymer tanks to the belt filter press. 26.2 All fasteners shall be stainless steel. 26.3 The pump will be positive displacement progressive cavity type as manufactured by Robbins and Myers, Moyno series 300, and will be driven by a 230/460 vac motor. 27. POLYMER DILUTION PANEL 27.1 One rotameter type flow meter with a 2 to 20 GPM range shall be installed on the polymer feed line to meter the polymer feed rate. 27.2 One rotameter type flow meter with a 2 to 20 GPM range shall be installed on the water dilution line to meter the dilution water feed rate. 27.3 Two static in -line mixers shall be installed down stream of the diluted polymer solution to insure adequate mixing. 27.4 All flowmeters and static mixers shall be mounted on a 1/8" by 21" by 28", 304 stainless steel mounting plate, such that they may be removed quicidy and easily for cleaning. 27.5 All piping and valves shall be 1" diameter, schedule 80 PVC. Trailer-13 05/05 Page 111 of 211 28. POLYMER PIPING AND VALVES 28.1 All piping and valves shall be 1" diameter, schedule 80 PVC unless otherwise specified below. 28.2 The polymer tank overflow and drain line shall be 2" diameter, schedule 80 PVC. in operation. 29. L-2.10 POLYMER SYSTEM (Addition on Trailer # 38) 29.1 Preparation/feed unit shall be capable of automatically metering, diluting, activating and feeding an emulsion polymer with water. 29.2 Make up water flow shall be variable and measurable by means of a control valve and a sight glass rotometer. 29.3 A polymer make-up pump shall be integrated in the system. The pump shall be a diaphragm electrical pulsation type, with separate speed and stroke controls. 29.4 A multizone mixing chamber shall include a motor driven impeller to create a high impact energy and a low fluid shear. Solution shall undergo a tapered mixing intensity slope as it passes through a second recovery zone. Polymer activation efficiency shall be consistent over the entire dilution water range. 29.5 A polymer blending chamber allows the pre-mbced polymer solution to be gently mixed and provide additional retention time to achieve the highest performance. 30. SHUTTLE SCREV1 CONVEYOR 30.1 The screw conveyor receiving sludge cake on the discharge side of the belt filter press shall be 10" diameter and positioned in a hot -dipped galvanized trough to direct cake to side of trailer and transition onto discharge conveyor. 30.2 The screw conveyor shall be an open trough type and run at a constant speed and be driven by a 3/ HP motor and speed reducer. 31. DISCHARGE CONVEYOR 31.1 The sludge discharge conveyor shall be a troughing slider type conveyor approximately 16' long by 20" wide and have a minimum belt width of 16". 31.2 The conveyor frame shall be constructed from 1 1/4" square steel tubing sufficiently cross -braced so as to fortn a rigid structure. The conveyor frame shall be coated by a two part epoxy base coat primer of four (4) mil dry film thickness and two (2) finish coats of two part epoxy at four (4) mil per coat dry film thickness. 31.3 The "toughing" section of the conveyor shall be formed from UHMW polyethylene Trailer-14 05/05 Page 112 of 211 and supported along the entire troughing length of the conveyor. A UHMW return idler shall be supplied at mid span. 31.4 The conveyor belt shall be a "free slide" belt constructed of a durable PVC top cover and a bare polyester bottom specifically designed for slider bed applications. The belt thickness shall be 3/16" thick with a tension rating of 150 pounds per inch of belt width. The ends of the belt shall be joined together by #25, stainless steel alligator lacing. 31.5 The head pulley shall be constructed of 6" diameter face crowned carbon steel with 3/8" thick rubber lagging, machine crowned with a diamond -grooved patter. The tail pulley shall be constructed in the same manner, but without lagging. Both pulleys shall be fastened to their shafts with keyed, tapered bushings. The head pulley shall be mounted to the conveyor frame in fixed pillow block bearings. The tail pulley shaft shall be mounted in 12" long adjustable screw type ball bearing take-ups attached to the conveyor frame. 31.6 The discharge conveyor shall be a troughing slider belt type. The conveyor shall run at a constant speed and shall be driven by a 3/4 HP motor and speed reducer. 31.7 A counterweighted belt scraper, with replaceable blade, shall be installed just after the head pulley to remove material from the conveyor belt. 31.8 The sludge discharge conveyor shall be capable of being stored under the dewatering trailer for transportation purposes. A mechanical winch shall be supplied beneath the dewatering trailer to raise and lower the conveyor from its storage area. 31.9 An electric winch shall be supplied at the discharge end of the belt press to raise and lower the sludge discharge conveyor. 32. MISCELLANEOUS ITEMS The dewatering trailer shall be supplied with the following miscellaneous items: lockable 6' x 3' x 3' steel utility locker mounted beneath the dewatering trailer — available on Charter Machine supplied trailer. 150' of ilk S.O. cord 100' of 4" suction hose with male -female quid( connects 100' of 6" discharge hose with male -female quid( connects 50' of 3/4" rubber garden hose 1 of 3/4" hose nozzle Trailer-15 05/05 Page 113 of 211 33. FIELD SERVICE The manufacturer shall include the services of a factory trained field engineer for the purposes of installation inspection, equipment start-up, polymer selection, performance testing and training of plant personnel regarding proper operation and maintenance of the equipment. These services shall be supplied as specified in the Contract Documents. 34. SUMP SASE One (1) equipment sump base constructed from ASTM A 36 structural steel, designed to collect all process water associated with the normal operating conditions of dewatering equipment. The base shall be cleaned to SPC-1 and followed with hot -dip galvanizing. Trailer-16 05/05 Page 114 of 211 (U M co 142 7/16' DISCHARGE CONVEYOR ACCESS STEPS N HOOK UP INF❑RMATI❑N 56 3/16' Tl. GRATING • 288 1/4' 1 11 11 f 576' 1 SLUDGE FEED LINE ACCESS STEPS MAIN CP DILUTION PANEL 500 GAL. POLY TANK POLYMER PUMPS DILUTION PANEL CIO 1 00,042, WV — SUMP _ % FILTRATE DISCHARGE 6' QUICK CONN. MALE ALL HOOK-UPS ARE ON THE OPPOSITE SIDE. 100' - 1 1/2' NPT FIRE HOSE 140' - 4' SUCTION & DISCHARGE HOSE WITH KAMLUK CONNECTORS 100' - 6' DRAIN HOSE WITH KAMLOK CONNECTORS 150' - 6/4 POWER CORD FOR 480V, 60 Amp 3 Ph SERVICE (TRANFORMER ON BOARD FOR 240 VOLT, 3 PHASE, 120 AMP SERVICE) 04' QUICK CONN. MALE -- n ieppa 0� -116. © III• INLET OUTLET *MIXER *4' QUICK CONN. - FEMALE t 3/4' MALE NPT *FEED PUMP DISCHARGE 4' QUICK CONN, FEMALE %FEED PUMP SUCTION 4' QUICK CONN. MALE `/ 0 1 C 0 \\\\\ \\\\ \ \\\ POLYMER WATER 3/4' MALE NPT #B, WASH WATER 1 1/2' FEMALE NPT MACHINE FEED 4' QUICK CONN. MALE 163' 183' 206' 387 1/2' ��APwN ROOF NOT SHOWN N O MAIN DISCONNECT VOLTAGE SW. BOX AIR COMPRESSOR 8/24/07 APPRUVLD CHARTER MACHINE COMPANY 55 WESTER AVE METUCHEN N.J. 08840 G.E.C. TOLERANCES UNLESS OTHERWISE SPECIFIED FRACTIONAL DIM ±1/64 DECIMAL DIM ANGLE ±.005 ± 1/2 SURFACE FINISH 125 TITLE TEST TRAILER #38 TOWER PRESS 17143S MACHINE VIEWS SIZE DWG Na B TT38-N-0001 SCALN❑T TO SCALE SHEET 1 REV 0 OF 1 N O a) CHARTER MACHINE COMPANY SUPPLEMENTAL PROPOSAL PHOTOGRAPHS Page 116 of 211 Page 117 of 211 .',;(4 a� Page 118 of 211 Agenda Page 119 of 211 Page 120 of 211 Page 121 of 211 MSD ENVIRONMENTAL SERVICES PROPOSAL Page 122 of 211 Agenda City of Moab Bid 1405-001 MOAB CITY BID SPEC SHEET CITY OF MOAB MOAB CITY WASTEWATER c% CITY RECORDER TREATMENT PLANT 217 E CENTER STREET DEWATERING PRESS MOAB, UT 84532 *** DEADLINE FOR ALL BIDS IS FRIDAY, .NNE 13, 2014 AT 3:00 PM *** IF YOU WISH TO FAX YOUR BID, PLEASE USE THE FOLLOWING FAX TELEPHONE NUMBER: (435) 259-4135. ALL BIDS MUST BE TURNED INTO MOAB CITY OFFICES ON THIS BID SHEET. PROPOSAL FORM TO: The City of Moab The undersigned hereby declares that they have carefully examined the requirements of the specifications contained herein, and propose to furnish and deliver to the City of Moab the apparatus listed below. ONE (1) Dewatering Press PURCHASE PRICE: $ 023 000• OD 7SC , Co 45.4 DELIVERY, START-UP AND TRAINING: $ TOTAL: $ 021 ) Zro, 0 o an Words) 'fil/D Aiad/2011 5/28/2014 4:05 PM Moab City Dewatering Equipment Bid 1 Page 123 of 211 City of Moab Bid 1405-001 Warnmty shall be provided per Section 464322 paragraph 1.5. Supplier may furnish a higher level of warranty protection if specified below: Company Name: `J150 aijawl&idd JerviesteS City/State/Zip: Company Phone Number: die, OH 4fSVX9 93t-485- �G13 Authorized Company Signature: 6/28/2014 4:05 PM Moab City Dewatering Equipment ere 2 Page 124 of 211 City of Moab $id 1405-001 CITY OF MOAB TECHNICAL SPECIFICATIONS FOR SLUDGE DEWATERING EQUIPMENT Section A — Dewatering Equipment 1.0 INTENT It is the intent of this specification to provide for the purchase or lease of dewatering equipment for the Moab Wastewater. Treatment Plant. In comparing proposals, consideration will not be confined to price only. The successful bidder will be one whose product is judged to best serve the interests of the City when price, product, safety, quality and delivery are considered. The City of Moab reserves the right to reject any or all bids or any part thereof, and to waive any minor technicalities. A contract will be awarded to the bidder submitting the lowest responsible bid meeting the requirements of this specification. 2.0 EQUIVALENT PRODUCT Bids will be accepted for consideration on any make or model that is equal or superior to the dewatering equipment specified. Decisions of equivalency will be at the sole interpretation of the City of Moab's Department of Public Works. A blanket statement that equipment proposed will meet all requirements will ,not be sufficient to establish equivalence. Original manufacturer's brochures of the proposed unit are to be submitted with the proposal. All modifications made to the standard production unit described in the manufacturer's brochures must be certified by the manufacturer and submitted with the bid, or the bid will be deemed "non -responsive" and rejected without further review. Bidder must be prepared to demonstrate a unit similar to the one proposed, if requested. COMPLY Yes No COMPLY Yes No COMPLY Yes No 3.0INTERPRETATIONS _ In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specification documents or any part thereof. Every request for such a consideration shall be submitted in writing on Bid Sync. Based upon such inquiry, the City may choose to issue an Addendum. 5128120i4 4:05 PM Moab City Dewatering Equipment Bid 3 Page 125 of 211 City of AAoab Bid 1405-001 4.0 GENERAL The specification herein states the minimum requirements of the City. All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The City of Moab will consider as "irregular" or "non -responsive" any bid not prepared and submitted in accordance with the bid document and specification, or any bid lacking sufficient technical literature to enable the City to make a reasonable determination of compliance to the specification. It shall be the bidder's responsibility to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (COMPLY: YES NO) will cause the proposal to be rejected without review as "non -responsive". All variances, exceptions and/or deviations shall be fully described in the appropriate section. Deceit in responding to the specification will be cause for rejection. 5.0 DEWATERING EQUIPMENT SPECIFICATIONS 5.1 Equipment and services comply with all specifications listed in Section 464322 — Sludge Dewatering Equipment. 6.0 DELIVERY. START-UP AND TRAINING 6.1 Dewatering Equipment shall be delivered F.O.B. to the City of Moab Wastewater Treatment Plant in first class operating condition. 6.2 Acceptance shall be subject to the inspection and approval of the City. 6.3 Bidder shall state delivery time after receipt of order: 6.4 Bidder shall provide Installation Supervision and Start -Up services per the specification. 6.5 Bidder shall provide a minimum of two (2) days of training for Moab City staff on proper operation, maintenance of the equipment. Training Costs shall be included as part of the bid. 5/28/2014 4:05 PM COMPLY Yes No ' COMPLY Yes No COMPLY Yes No Moab City Derratering Equipment Bid 4 Page 126 of 211 P 1 City of Moab Bid 1405-001 7.0 REFERENCES Bidder shall provide five (5) supporting favorable references for the City's approval. Name Phone Email 8.0 EXCEPTIONS AND DEVIATIONS Bidder shall fully describe every variance, exception and/or deviation. Provide all necessary documentation related to the deame /viation. Additional sheets may be used if required. 6n&efAcr la eex Ce/Wr— /1-/z 620,1A kza.) iOQizte-6 z�,4106 vrtez 5/28/2014 4:05 PM p4L�,(e.01.4_ Moab City bewater'nng Equipment Bid Page 127 of 211 P•,0 C d Q Press Sales - Installations 2009 - 2014 MSO Environmental Services, Inc. H&A Resource Management, Versailles,KY President - Todd Stephens Phone (859) 873-3331 E mail tood@haresource.net Reconditioned 1 M Arus-Andritz and Conveyor 1.5 m BOP 3DP ST Papers, WI Contact - Mike Markell Phone (920) 846-3411 x211 E mail mikem@stpaperllc.com 1.7 meter skid mounted pressl M BOP 3DP mobile press February, 2010 December, 2011 March, 2010 MSD Environmental Services, Inc. 224 Linden 'Fagg 19g Aemlle, OH 45459 937-435-9673 Press Sales - Installations 2009 - 2014 MSD Environmental Services, Inc. EMA Resources - Mocksville,NC Director of Operations - Roy Whitaker Phone (336) 909-1718 E mail roy.whitaker@emaresourcesinc.com 1 M BDP 3DP mobile press 1 M BDP 3DP mobile press Denali Water, Houston, TX Vice President, Operations - Toby Hartleroad Phone (256) 565-9368 E mail toby.hartleroad@denaliwater.com 1 M BDP 3DP mobile press 1 M BDP 3DP 1.5 M BDP 3DP 1.5 M Komline Sanderson 2.2 M Ashbrook 2.2 M Ashbrook MSD Environmental Services. Inc. March, 2011 December 2013 March, 2011 June, 2013 March, 2012 December, 2010 March 2012 July, 2013 224 Linden Drag a o i1lle, OH 45459 937-435-9673 cu c d Q Press Sales - Installations 2009 - 2014 MSD Environmental Services, Inc. Scottsboro, Water Pant - Scottsboro, AL Engineer - Municipal Consultants Trent Turner Phone (540) 251-5350 E mail tturner@municipalconsultants.org 1 M BDP 3DP October, 2013 Clarksville Water and Gas (WWTP) - Clarksville, TN Engineer - Hazen & Sawyer Assistant Supt. Brian Shelton Phone (931) 320-4087 Email Brian.Shelton@cityofclarksville.com 1 M BDP 3DP Jnnunry, 2012 Grain Processing Corporation, Iowa Contact - Pete Simonsen Phone (563)264-4598 Email pete.simonsen@grainprocessing.com 1 M Refurbished Ashbrook SMX June, 2010 MSD Environmental Services, Inc. 224 Linden I,v ignlegille, OH 45459 937-435-9673 Press Sales - Installations 2009 - 2014 MSC, Environmental Services, Inc. Ware Shoals, SC Contact - Toby McAlister Phone (864) 377- 1034 (cell) Email hfields@greenwood.net 1 Meter BDP 3DP Caldwell, Idaho Contact - Brendan Clemens Phone (208)455-4766 Email bclemens@ci.caldwell.id.us 1.5 M BDP 3DP Montgomery County, KY Contact - Wayne Mundy Phone (859) 585-3128 1 M BDP 3DP January, 2012 August, 2012 December, 2009 MSD Environmental Services, Inc. 224 Linden Drive Centerville, OH 45459 937-435-9673 Page 131 of 211 PWTECH PROPOSAL Page 132 of 211 Agenda 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 01/36 13 June 2014 City of Moab c/o/ City Recorder 217 E. Center Street Moab, UT 84532 y35� 261- 3.''tt.41( RE: Tech P lOCE56 WASiEWAT@R TEfa1NOLOGIES LLG City of Moab Wastewater Treatment Plant - Dewatering Press Dear Sir/Madam, Please find enclosed Process Wastewater Technologies' (PWTech) Proposal for the supply of a Dewatering Press as per the Invitation to bid for this project. We respectfully submit this proposal based on the Volute® Dewatering Press technology developed in Japan in the mid to late '90's by Amcon and supplied in the USA by PWTech, a USA based company. This new technology is rapidly becoming the preferred choice across a wide range of sludge thickening and dewatering applications and over the last 10 years has seen over 2200 installations across the globe including over 80 in the USA. Please find attached: 1. Proposal form and Technical Specifications: 2. Scope of supply: 3. Installation list and references 4, Pilot Report a the Moab WWi-P 5. Product Brochure (TAB 1) (TAB 2) (TAB 3) (TAB 4) (TAB 5) The equipment proposed here was piloted at the Moab WWTP in August 2011 and previously selected as the preferred method for a final dewatering solution. This proposal is based on design work undertaken that reached the 90% stage and as such it is certain that it would meet the plants dewatering requirements. Nocsss Weatewaler Teahnologiez (IC 3004 Yellow Sricl; Road, Suite 0 Rosedale, MO 21237 Phtme; 410-2913-707 Fax: 410•730.75511 www,PWToch.ue Page 133 of 211 cc 81 Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 02/36 Having reviewed the specifications it is clear that this proposed equipment does not comply with the specifications in any way. We have not listed the deviations as these are found in every paragraph. However the equipment proposed here offers the following significant advantages over the specified equipment: 1. Proposal is for equipment that can be relocated to a building in future which will minimize maintenance and operating time and costs. Pricing includes heated trailer with interior lighting. 2. Proposal is for a system that is designed to operate in an automated fashion with no regular operator attention 3. This is for new equipment with a full extended warranty. Should you have any questions or queries, please do not hesitate to contact myself, the undersigned at 443 945 0191, or our manufacturer's representative for your area, Mr. Art Oakes at 801 532 4812. Yours Sincerely, • Alex Davey Product Manger ft10.3,IL Nadel.%WIstowatttieehnofogiea(LC • 900dY)iiOwBrick AnaO. SU;56' • Roseda16,M07.iZr• Fnene:41Q238,7977 • Fax:41P-23847A •vorw.PWrech.ue Page 134 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 03/36 CITY OF MOAB c/o CITY RECORDER 217 E CENTER STREET MOAB, UT 84532 MOAB CITY BID SPEC SHEET MOAB CITY WASTEWATER TREATMENT PLANT DEWATERING PRESS *** DEADLINE FOR ALL BIDS IS FRIDAY, JUNE 13, 2014 AT 3:00 PM *** IF YOU WISH TO FAX YOUR BID, PLEASE USE THE FOLLOWING FAX TELEPHONE NUMBER: (435) 259-4135. ALL BIDS MUST BE TURNED INTO MOAB CITY OFFICES ON THIS BID SHUT. PROPOSAL FORM TO: The City of Moab The undersigned hereby declares that they have carefully examined the requirements of the specifications contained herein, and propose to furnish and deliver to the City of Moab the apparatus listed below. ONE (1) Dewatering Press PURCHASE PRICE: $ 284, 000.00 DELIVERY, START-UP AND TRAINING: $ 14, 000.00 TO'I',fjL: $ 298, 000.00 (In Words) Two hundred and ninty-eight thoueand dollars Moab City Dewatering Equipment Bid Page 135 of 211 I. I 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 04/36 Warranty shall be provided per Section 464322 paragraph 13. Supplier may furnish a higher level of warranty protection if specified below: 12 Months from Start-up / 18 months from Delivery Company Name: Process Wastewater Technologies DLC City/State/Zip: Rosedale, MD 21237 Company Phone Number: 410 238 7977 .Authorized Company Signature: Digitally signed by Alex Davey Date: 2014.06.13 16:32:38-04'00' Moab City Doweotwiry igyipment Bid Page 136 of 211 2 cc C cu co Q 06/13/2014 14:43 3033600664 AMBIENTE H2O INC PAGE 05/36 CITY OF MOAB TECHNILUDGECDEWSA.TERING EQUIPMENT FICATIONS FOR SLUDGE Section A, — Dewsteri uit went 1.0 INTF�NT It is the intent of this specification to Treatment idefor the purchase or lease of dewateting equipment for the Moab Wastewater t. In comparing proposals, consideration will not be confined to price only. The successful bidder will be one whose product is judged to best serve the interests of the City when price, product, safety, quality and delivery are considered. The City of Moab reserves the right to reject any or all bids or any part thereof, and to waive any minor technicalities. A contract will be awarded to the bidder submitting the lowest responsible bid meeting the requirements of this specification. 2.0 EQUIVALENT PRODUCT Bids will be accepted for consideration on any make or model that is equal or superior to the dewatering equipment specified. Decisions of equivalency will be at the sole interpretation of the City of Moab's Department of Public Works. A blanket statement that equipment proposed will meet all requirements will not be sufficient to establish equivalence. Original manufacturer's brochures of the proposed unit are to be submitted with the proposal. All modifications made to the standard production unit described in the manufacturer's brochures must be certified by the manufacturer and submitted with the bid, or the bid will be deemed "non -responsive" and rejected without further review. Bidder must be prepared to demonstrate a unit similar to the one proposed, if requested_ 3.0IN 1[tP TATI S In order to be fair to all bidders, no oral interpretations will be given to any bidder as to the meaning of the specification documents or any part thereof.. Every request for such a consideration shall be submitted in writing on Bid Sync. Based upon such inquiry, the City may choose to issue an Addendum. Moab City Dewatering Equipment Bid Page 137 of 211 COMPLY Yes No x COMPLY es No x COMPLY yes No x cc Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 06/36 4.0 GENERAL The specification herein states the minimum, requirements of the City. All bids must be regular in every respect. Unauthorized conditions, limitations, or provisions shall be cause for rejection. The City of Moab will consider as "irregular" or "non -responsive" any bid not prepared and submitted in accordance with the bid document and specification, or any bid lacking sufficient technical literature to enable the City to make a reasonable determination of compliance to the specification. It shall be the bidder's responsibility to carefully examine each item of the specification. Failure to offer a completed bid or failure to respond to each section of the technical specification (COMPLY: YES NO) will cause the proposal to be rejected without review as "non -responsive". All variances, exceptions and/or deviations shall be fully described in the appropriate section. Deceit in responding to the specification will be cause for rejection. COMPLY Yes No x COMPLY 5.0 DEWA.TERING EQUIPMENT SPECIFICATIONS Yes No 5.1 Equipment and services comply with all specifications listed in Section x 464322 — Sludge Dewatering Equipment. COMPLY 6.0 DELIVERY, START-UP AND TRAINING Yes No 6.1 Dewatering Equipment shall be delivered F.O.B. to the City of Moab x Wastewater Treatment Plant in first class operating condition. 6.2 Acceptance shall be subject to the inspection and approval of the City. x 6.3 Bidder shall state delivery time after receipt of order: x 16 Weeks from submittal approval 6.4 Bidder shall provide Installation Supervision and Start -Up services per the x specification. 6.5 Bidder shall provide a minimum of two (2) days of training for Moab City x staff on proper operation, maintenance of the equipment. Training Costs shall be included as part of the bid. Moab City Uawatrring equipmaro ala 4 Page 138 of 211 ca i a) cm Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 07/36 7.0 REFERENCES Bidder shall provide five (5) supporting favorable references for the City's approval. Name Phone Email See Attached Inetallation List and Re£erencee 8.0 EXCEPTIONS AND DEVIATIONS Bidder shall fully describe every variance, exception and/or deviation. provide all necessary documentation related to the deviation. Additional sheets maybe used if required. As per our cover letter the PWTech proposed Dewatering Screw Press is totally different than the equipment specified by the City of Moab. Functionally, the PWTech Screw Press and the specified Belt Filter Press both meet the intent of dewatering sewage sludge. In our pilot testing at the Moab WWTP we were able to achieve dewaters solids of up to 39.4% and a capture rate of 99.2%. Both of these numbers far exceed those specified In the BFP Specifications in a smaller foot print. Please refer to the attached PWTech equipment description for our Dewatering Screw Press ;product offering. Moab City newatering [quipT1ent Rid Page 139 of 211 5 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 08/36 PINTech PROPOSAL PROCESS WASTEWATER TECHNOLOGIES, LLC. I 9004 Yellow Brick Rd, Suite. D, Rosedale, MD, 21237 Phone: 410 238 7977 1 Facsimile: 410 238 7559 1 Email: voutenPwrech.us I Web: www.PWrech.us PROJECT / REF: Moab WWTP Dewatering Press TO: City of Moab COMPANY: City of Moab DATE: 13 June, 2014 PWT #: VDPUT13047 REV: 3 ADDRESS: REP: Art Oakes FIRM: Ambiente H2O CONTACT: (801) 532-4812 SUBJECT: Scope for ES302[1] for Moab- Dewatering Press S SIZING: Sized as per required dewaterng capacity of plant NOTES: - -- ,, — Scope of supply: • One (1) PWT Volute Dewatering Press Model ES 302[1] unit • One (1) Velodyne Polymer Preparation System Model VM-5P-600-XOD • One (1) Seepex PC pump (or similar). • One (1) Rosemount Magnetic Flow meter • One (1) Shaftless Screw type Conveyor - 30 Feet x 9" • One (1) Control systems for the above • One (1) Trailer with Heating, Lighting, Hose and other required equipment • One (1) Allowance for Engineer Review as specified, payable only upon receipt of order. • Documentation (Submittals and O&M Manuals) • Start-up and commissioning services • Delivery to site Page 140 of 211 i 06/13/2014 14:43 3033800664 AMBTENTE H2O INC PAGE 09/36 PWa ch Notes on Dewatering Press, PWT Model ES302[1] Volute Dewatering Press Price and Scope of Supply. Rev. 3 Moab, UT Page 2 of 4 Base unit suooly • The unit to be supplied will be an ES302[1 ] with a maximum capacity of about 35 GPM of dilute feed sludge (<1 % solids) or 350 dry pounds per hour for thicker sludge (>3% solids). • The unit can be upgraded by the addition of an extra Dewatering Drum to double its capacity (to be an ES302 unit) at a future date. • The Press consists of a flash mixing tank including gear motor, a flocculation tank including gear motor, 1 x 300 Series Dewatering Drums each with a drive motor, filtrate collection pan and support frame. Construction • The unit is all stainless steel and is manufactured in the USA utilizing components from the USA and Japan. • Electrical components are manufactured and tested prior to shipment to site in the United States. • Gear Drives are Nissei GTR gear motors utilizing heloid gear reduction. They are one piece construction and are sealed for life. Notes on VeloBlend Polymer Preparation unit Polymer preparation system consists of the following components: Polymer Mixing Chamber • A high energy, multi -zoned, hydro -mechanical mixing device designed to effectively activate, dilute and mix polymer and dilution water utilizing an impeller designed to produce variable intensity, back -flow mixing action to optimize polymer performance without damage to the polymer's molecular structure. • Mixer Motor: % HP, 90 VDC, 1750 RPM, Wash -Down Duty with keyless shaft and left hand impeller mounting screw • Mechanical Mixer Shaft Seal and Seal Flushing Assembly with ON/OFF Valve • Velo-Cherie neat polymer poppet style check valve specifically designed to isolate neat polymer and dilution water. The check valve shall be held in place by a quick release pin for easy assembly and disassembly • Materials of construction are PVC and Lexan (Body), Viton, SS304 and ceramic (Seals) and SS304 • Pressure Rating: 100 psi Neat Polymer Metering Pump • A 5 GPH stainless steel & Viton progressive cavity metering pump shall be provided • '/ HP, 2500 RPM, 90 VDC, TEFC Motor with 10:1 Gear Reducer • Thermal type loss of polymer flow sensor • Metering pump calibration assembly with isolation valves: (500 ml) Dilution Water Inlet and Solution Outlet Assembly • Primary 60-600 GPH controllable dilution water flow • 1" FNPT water inlet connection with Dilution Water ON/OFF Solenoid Valve • Low differential pressure alarm switch • 0-180 psi inlet water pressure gauge (stainless steel, liquid filled) • swing type PVC and Viton check valve Page 141 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 10/36 infirrech volute Dewatering Press Price and Scope of Supply. Rev. 3 Moab. UT Page 3 of 4 Electrical and Control • Polymer preparation system is controlled and powered by the Volute Dewatering Press system control panel. • A junction box on the polymer preparation skid is pre -wired to the polymer preparation components and designed for easy on -site connection to the main Volute system control panel. • Junction box is NEMA 4X FRP and includes numbered terminal block & wires with terminal block legend. Construction • Frame and fasteners are 304 stainless steel. Frame is open design for access to all components and is designed for bolt -down installation. Notes on Electrical and Controls Electrical and Control • System will run on a single 208/240/480VAC, 3-phase, 80 Hz, power supply (client specified) • Unit includes complete control system for unit and ancillary equipment including operation of the polymer preparation system and VFD control for feed pump. • System may include interlocks for Conveyor start-up, shut down and E-stop if required • Control panel is NEMA 4X rated manufactured in Stainless Steel type 304 • Control panel includes system running and system fault outputs to plant PLC • Control system may utilize a system flow meter (not included in this proposal) and PID loop to allow operator to set the system flow. General Notes Documentation: Price includes all documentation including electronic copies of submittals and O&M manuals in hard copy and electronic (PDF) form. Start-gp services: Price includes the following start-up services - • Start-up and training services for four (4) consecutive days (8 hours per day, Monday -Friday) of on -site services by a PWT field service engineer and/or manufacturer's representative including polymer and pump start-up service. • Phone consultation regarding installation will also be provided. • Should additional services be deemed necessary by the PURCHASER, the additional services can be procured from PWT on a per diem basis. The current rate is $800 per day plus travel. Items not included in this proposal • Taxes, permits and bonding • Any civil works including, but not limited to, any building works, construction of suitable foundations, and access structures. • Installation including, but not limited to, mechanical, plumbing, and electrical hook-ups • Unloading on site and storage • Polymer supply beyond that required for start-up unless otherwise specified herein. Page 142 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 11/36 PW'rech Delivery and Freight Volute Dewatering Press Price and Scope of Supply, Rev, 3 Moab, UT Page 4 of 4 • Submittals issued approximately four (4) weeks from receipt of written Purchase Order • Delivery is approx. sixteen (16) weeks from receipt of written acceptance of Submittal documents • Deliver to site for all components is INCLUDED in the price. Governing Terms and Conditions and Warranty . This budget price is subject to Process Wastewater Technologies, LLC. Standard Terms and Conditions and Standard Warranty as attached with the exception of the following; o No exceptions Page 143 of 211 I 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 12/36 1624 [63.9], O.A.. _-----.: ^tea to a z Nc)= n Z (D~9 - -= 250 [9.8] P.0 O.— u.l Cr) < Q J Li9L� C O) O� c0 u c0 N N d 0 OD M P SIDE ELEVATION DIMENSIONS: MM [INCHES] PW:RDak PROCESS WASTEWATER TECNNOIOGIES VOLUTE DEWATERING PRESS ES-302-1 GA ELEVATION Joe# PWT VDP ES-302 GA DATE 29 MAV 2014 SCALE NTS DRAWN PWTech Inc. APPROV. ALEX DAVEY SHEET 1 OF $006 YELLOW BRICK ROAD, SUITE D, ROSEDALE, MD 21237 PHONE: 410 238 7977 WEB: www•PWTccA•us Page 144 of 211 73 i cn Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 13/36 �0- Z Z W = U U 0 ;, N Sn EL w W W Q J 3? u , O CO CC; N u O CO c� CO co J O D O I W fn . 4 0 J co i LL 9 LL 855 [33.7] - - I i • • • [6971.] 8L2 i i • -• • �i r • .i u t` co I - 3776 [148.7] 850 [33.5] CAKE CHUTE, • ,• - 1 170 [46.1] • •-••--••••-•- DIMENSIONS: MM [INCHES] tech PROCESS WASTEWATER TECMNOLOOIES VOLUTE DEWATERING PRESS ES-302-1 GA PLAN Joea PWT VDP ES-302 GA DATE 20 MAY 2014 SCALE NTS DRAWN PWTech Inc- APPRov. ALEX DAVEY $HERT 2 OF 9004 YELLOW BRICK ROAD, SUITE D, ROSEDALE, MD 21237 PHONE: 410 233 7977 WEB: www.PWTech.u.5 Page 145 of 211 �a 73 Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 14/36 to O u7 1624 [63.9] 528 [20.8] CAKE CHUTE 1624 [63.9] _ _...._-- -... .•, ...:,,t •- 1357 [53.4] ---- 510 [20.1], WATER INLET n� 1624 [63.9] E • O n Ej iW- tC j J to 3 .I� AdAINTENANCE SPACE END ELEVATION DIMENSIONS: MM [INCHES] P1111Tech PROCESS WASTEWATER TECHNOLOGIES VOLUTE DEWATERING PRESS ES-302-1 GA END & REQ. MAINT. SPACE JOB1i PWT VDP ES-302 GA DATE 29 MAY 2014 SCALE NTS DRAWN PWTech Inc. APPROv, ALEX DAVEY 9004 YELLOW BRICK ROAD, SUITE D, ROSEDALE, MO 21237 PHONE: 410 230 7977 Page 146 of 211 WEB: Www-PUVT091.us SHEET 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 15/36 615 [24] r 50 [2.0]..:...:....... ........... .. 1600 [63.0].....,.,....,,....,.,...,,.,...,.::,1 • i 1170 [46.1] 0 019 [00.751 FOR 5/8" BOLT, HOLES IN FLOOR DEPEND ON FLOOR MATERIAL AND FASTENING METHOD, 8 TYP. a75 [3.0] .w. • 610 [24] ...;.: • • ••..... •••-- 1067 [42] 40 [1.6] -- .;..I...... a-:,:--..._.q: • 1 190 [46.9] 277 [10.9] ;_,; _...-_......... 3167 [124.7] ... ... _...-...-..._...,,I v 0 GO O a3 O CO RECOMMENDED MAINTENANCE SPACE FOOTPRIN7 AND ANCHOR POINTS DIMENSIONS: MM [INCHES] PROCESS WASTEWATER TECHNOLOGIES VOLUTE DEWATERING PRESS ES-302-1 GA END & REQ. MAINT. SPACE Joeal PWT VDP ES-302 GA DATE 29 MAY 2014 SCALE NTS DRAWN PWTech Inc. APPRov- ALEX DAVEY SHEET 4 OF 9004 YELLgW BRICK ROAD, SUITE D. ROSEDALE, MD 21237 PHONE: 410 23B 7077 WEB: WWW.PWTech.ue Page 147 of 211 �a Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 16/36 North American Volute Insult Lief Propel/Focally mom Women. CO.I.ttar Engin., Ow.r Inetellellon Dal. Application Modal a01 motto FMeO °ono. Cake Solids Cate. Appros Polymer um A00Mona' Inlonnetlon I%,.l 1%'MI DWW10/.3 Mt Ugraal IAW1r MI pooped.uO TOUA anon 010041 A00a7 .4.MIPPW It13301 1 4.3 It Id RIM Ind* ARAM lnr Wet OW WAIF. ON Gq. ltiltn I11.pfAl a. awn 2 It a0 1 Very 11211 flAa ♦rl Av.. tees!♦n+.at.I.O Dtoodt *ow VON OwOdr. MI Otto* Toonve Newt Tnnone axes o.2I410 PAW !Gaol 1 se 18.O 12. TA f 01 EV7471 SWIM WAWat om G.A.mtd Play.. Cnnea AM700 ►.ar rArer.rlr e.eA►arm*Alp MOO. 1 22 TOO TOO Cr otelrpt Towel ow Ctatoots teal AII2478 AIduOAoI NAM Awl. Amer sum t 8.0 TOO TOO 1neg1rf""s'' .e.M rtruntowo wan" 210aWein.M0 Worn of veA l ol1.b. Bnr.n toll! NVON Taws el Po/valebsll OtreoO Arpelc 1312n4201 WAS eG202 1 eA 502 it//wm Tana Mom CaNns WW1? ►IO•401. 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Marl Pia ban Mrr•4 WAS 29 MO% 2 Maw Inaba, 0M00011 p011- mon A. ve.w. voleb 1,..91190..1.1.9t Page 150 of 211 i 0 a1 Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 19/36 BIM 8*Reneh wands. UT BIM 88, G7• nP Ghn eb Com. Howl Man wits ee07 1 AT/Abo el.Wmn Caleb Oie WARP Ceeta . UT Meson ante JASO MMren GAMY Ore Merle Wk. E8804 f AwylYy uWalYipn WAWA, MO Oen Weal Bed West A Wja IMwleeeMd ARAM WAS E9883 1 AwMInO 1M4141bn A WW' We+nebod Gets, LAVA Cal.. PA 8,01w0 AOBaw Tow, of OlbfO kom4 wA8 E8802 1 Awro+y udeollbe. MASA~PP WOe.,10 7014e 044400 JUG To. 0f WAe. Ap.1♦ lave ARAM' 1 AweAeo,neleedlen Weepa0 ANNA 144iyA4M Town.f Mahoeh NOR inarruny h..nG weN.e Map14 va8 !ROOM 1 µevery a 00,0V. 64.11,0 .9 WaR9 Wm^rwto. wu MRI dBAen see Gaa Or, fit mom.... kV • vita 7 e MOM 7 A..rry AMAOA MerdsMea WAIT TIM 01Men rst Gem Gay el Meelelecs AM•1. TWAT 7e!sang 7 A.re.p MAMA MCM+ug.LW A ...ek wow aO a LW, PL AMrbn AAA SWAM west SO JcA•le WAS WA 1 Mall" lndelalAn W., TBM Pf00eee010 4,406. BV001 12LW/Mt NA BMW%AT P'O024•27 SAL 7e4T►feeder§ Woes CAA 1 ~UN a,d.a.ew WmMPn aoNtwRC 1)..1*. GA `M4wco USlb WWrMIS Onda Waweoele Uto* J0e4 WAS E8701 • EaA0q,A.TP EswpIn. IA 9a04 w0.8 88801 n JJA. Wney ees0100OTS Ra WAN well nit JAWWieey 204.1a VAS 2a701 WGM\011e~PP Wets CAA. MV CAS Cemlurbn tort lMel wgew GP, My 1.614 MOLL E8807 1 Aosoetend WR19 0ro.e4.0. GA Te.., Of Of0vd1n4 w84S4 412/. MU aw•14 w18 89301 1 970Q01• 7011• Mofal4 f00n0Y. VOW%TOWePOn LNI aj 4101%- PT+elch Page 151 of 211 0 a1 Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 20/36 References for the PWTech Volute Dewatering Press Reference #1 Client: Size of facility: Year Commissioned: Type of Sludge: Feed Concentration: % Solids in Dewatered Sludge Cake: City: Contact Person Name and Phone Number: Phone Number: Moody Lane RWRP - SPB Utilities* 2 MGD 2007 MBR Waste Sludge --1 % 45%** Fallon, NV Ken Knoph 775 221 1834 This utility operator also operates a Volute Dewatering press at Lockwood, NV. Information is from commissioning data. **data achieved at start-up. Reference # 2 Client: Year Commissioned: Type of Sludge: Feed Concentration: % Solids in Dewatered Sludge Cake: City: Contact Person Name and Phone Number: Phone Number: Page 152 of 211 Village of Bainbridge, NY 2008 Waste Activated Sludge —1% 19.2% Village of Bainbridge, NY Shane Nordberg 607-316-5623 I 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 21/36 Reference #6 Client: Size of Facility: Year Commissioned: Type of Sludge: Feed Concentration: % Solids in Dewatered Sludge Cake: City: Contact Person Name and Phone Number: Phone Number: Reference # 7 Client: Size of Facility: Year Commissioned: Type of Sludge: Feed Concentration: % Solids in Dewatered City: Contact Person Name Phone Number: Sludge Cake: and Phone Number: Reference # 8 Client: Size of Facility: Year Commissioned: Type of Sludge: Feed Concentration: % Solids in Dewatered City: Contact Person Name Phone Number: Sludge Cake: and Phone Number: Page 153 of 211 Indian Hills, GID 1 MGD 2013 SBR WAS 0.8-1 % 19% Indian Hills, NV Andy Joyner 775 291 1451 Wallkill WWTP 1 MGD 2011 Oxidation Ditch WAS 1% 20 % Wallkill, NY Keith 845 494 1457 Fort Indiantown Gap WWW 2.5 MGD 2010 SBR Waste Sludge -2% 18-22% Annville, PA Richard (Rick) Martin 717 861 2673 cc V a a) Ca Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 22/36 Report on Piloting of the Volute Dewatering Press at the Moab Wastewater Treatment Plant August 3rd — 5"13 2011 PROCESS WASTEWMA 1ECwgr11.00gS f LC Process Wastewater Technologies, LLC. 9003 Yellow Brick Load, Suite S, Rosedale, MD 21237 Phone: 410-238-7977, Fax: 410-238-7559 PV Tech Representative: Pilot Operator Report Prepared by Art Oakes — Ambiente H2O Ron Baker Marco DeLiso Page 154 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 23/36 Summary • Pilot testing of the Volute Dewatering Press pilot model ES131 was undertaken at the Moab 1MNTP on the plant's anaerobically digested primary and fixed -film secondary sludge. • The press generated cake as dry as 34.9% solids. • Analysis of the press filtrate demonstrated a cake solids capture range between 99.2 to 99.7%. Page 155 of 211 -a c am Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 24/36 Tisch PROCaff.AgtF WFA 4t01iietAUYl:G Volute Dewatering Press Pilot Test Report Moab VWVfP — Moab. UT August 2011 1. Introduction Piloting of the PWTech pilot model ES131 Volute Dewatering Press was conducted at the Moab Wastewater Treatment Plant (WWTP) in Moab, UT to determine its effectiveness at dewatering the plants anaerobically digested sludge. The plant treats an average flow of 1 MGD with a peak flow of 2 MGD. Incoming wastewater is passed through headworks into 2 primary clarifiers. Primary effluent is passed through rock media trickling filters. Secondary effluent is discharged to the Colorado River. A chlorination contact basin is located between the trickling filter and the secondary clarifiers but it is currently inoperative. Sludge from the secondary clarifiers is returned to the primary clarifiers. About 10,000 GPD of sludge from the primary clarifiers is sent to 2 anaerobic digesters. Decant water from the digesters is returned to the primary clarifiers. Solar drying beds are used to dry the digested sludge and they generate cake containing a reported 9% solids. The plant is running out of space in the drying beds so it is considering an installed dewatering system on site. 2. Objective To demonstrate the effectiveness of the Volute Dewatering Press at dewatering the plant's anaerobically digested sludge. The press should achieve dry cake while polymer should be conserved to save on the operational cost of running the press. 3. Pilot Set-up The unit was set up outside next to the drying beds. A cam lock fitting was connected to a pipe from the anaerobic digester to which the feed hose to the press was connected. Filtrate was gravity drained into the drying beds and cake solids were collected in a front loader and dumped onto the drying beds. Power and dilution water were readily available. 1 Page 156 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 25/36 PWTec h m.Gexas.ranz!was�? �'£auiaua�s UG !wastewater headworks <cake solids primary clarifiers anaerobic drying digester beds volute Dewatering Press Pilot Test Report Moab INWTP - Moab, UT August 2011 effluent discharged to Colorado River Figure 1: Simplified Process Flow Diagram including the position of the Volute Dewatering Press 4. Testing and Sample Analysis After the unit was started and operating smoothly, the process of finding the optimal conditions began. Parameters under the operator's control were changed to determine the operating conditions that produced the driest cake solids at the lowest cost. Controllable Parameters: • Feed sludge flow rate • Endplate gap — the gap between the rotating plate and the end of the dewatering drum through which the cake is discharged. • Screw speed — rotational speed of screw in dewatering drum. • Polymer type —Ciba Zetag 8848FS and Ashland Praestol k275 FLX were tested • Polymer dose In order to determine the effectiveness of the unit, samples were taken one hour after making changes to the operating parameters and analyzed. These samples included: • Feed solids — measured as total residual solids (TS) in percent [%'"/w] • Cake solids — measured as total residual solids (TS) in percent [% W/w] • Filtrate solids — measured as total suspended solids (TSS) in mg/L. 2 Page 157 of 211 ca as ct 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 26/36 /11:814%44.4.0/-.400 PINTeclis Waif. nkiteWa'R:n ACN.PR/FACIA Volute Dewatering Press Pilot Test Report Moab WWTP — Moab, UT August 2011 Feed and cake solids tests were done on site using two Ohaus MB45 Moisture Analyzers, which measures the cake solids concentration to 0.1 %. They function by recording the initial weight of the sample, heating it untii the change in weight drops below -1 mg per 60 seconds, and then recording the final "dry" weight and using the formula below, calculates total % solids. Total % Solids = 100' (A / B) where A is the weight of the dry sample and B is the weight of the wet sample (g). Filtrate samples were taken from the end of the filtrate hose and sent back to the PVNTech laboratory in Maryland for TSS analysis. The two polymers were cationic emulsion polymers and were shipped to the site in 5 gallon buckets. The neat Ciba polymer was 39% active in solution, the Ashland 46%. The polymer activation system mounted on the skid blended the raw polymer in the buckets into a workable solution that then contacted with the sludge to achieve flocculation. A graduated calibration cylinder mounted on the unit was used to measure the raw polymer flow. 5. Discussion The pilot test of the ES131 unit was conducted over 3 days and had 12 runs with results recorded. The complete results are presented in Table 2 on page 6 of this report and the cake dryness of each run is shown graphically in figure 2. Cake Dryness ,__ 34.0 I 1 32.0 •1 � 30.0 t 12 28.0 E. 26.0 ' a24.0 I 1322.0ii, ® • g 20.0 4 - -- . _....._.1 1 2 3 4 5 6 7 8 9 10 11 12 Run e * Zetag 8848FS �Praestol k275 FLX Figure 2: Cake dryness of all the runs recorded Page 158 of 211 3 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 27/36 PiArrech P60%34*OWE l nt.4160 �suC Volute Dewatering Press Pilot Test Report Moab VNWTP - Moab, UT August 2011 The press generated cake as dry as 34.9% solids. The influent sludge contained solids between 2.7 and 4.4% solids, with an average of 2.5%. Two polymers were used during the test, Ciba Zetag 8848FS and Ashland Praestol k275 FLX. Except for the outlier of 34.9% solids, the polymers achieved cake of similar dryness but the Zetag polymer required a much higher polymer dosage. The two polymers were not chosen specifically for this test. Jar testing is recommended to select a polymer that is even more cost efficient at flocculating the sludge. Five samples of the filtrate were collected and analyzed for total suspended solids. Run # Filtrate sample date Sample time Filtrate solids concentration [mg/L] Calculated solids capture rib] 1 8/3/2011 11:00 94 99.7 8/4/2011 11:00 335 99•2 _5 $ 8/4/2011 14:00 209 99.3 9 8/4/2011 15:00 228 99.3 11 8/5/2011 8:00 142 99.6 Table 1: Filtrate solids concentration and calcula The high solids capture of 99.2 - 99.7% indicates how much incoming solids in the sludge exited with the cake. Filtrate TSS decreased with increased polymer use as shown in Figure 3 below. 340 : 290 2 240 1 w 190 • a N 3 ;; 140 0 H • Filtrate Quality vs. Polymer Use 0 4 90 _. _. ... . Y zo 25 30 35 40 45 50 55 60 65 70 Active Polymer Dosage (Ibs of polymer per ton of solids) Figure 3: Filtrate quality compared to Polymer Use 4 Page 159 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 2B/36 Arrech 0604$4 wASIE=IR IV-41l0,001$ 0At volute Dewater1ng Press Pilot Test Report Moab VVWTP — Moab, UT August 2011 Most of the runs we undertaken at solids throughputs between the pilot units rated capacity of 38 dry pounds per hour and a high of 72 dry pounds per hour indicating that the unit should perform well operating at full capacity. 6. Conclusion The Volute Dewatering Press model ES131 was pilot tested at the Moab WWTP in Moab, UT to determine its effectiveness at dewatering the plant's anaerobically digested sludge. The press generated cake as dry as 34.9% solids. A solids capture from 99.2 to 99.7% was calculated from TSS analysis on the filtrate. 7. Acknowledgments PVVTech extends its gratitude to Greg Fosse for his assistance in running this pilot test. 5 Page 160 of 211 I 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 29/36 ,14;N,„,..„„/'Ngs0 'reCh 04OOSSK STMA1111111044.1'. 0R81At Volute Dewatering Press Pilot Test Report Moab WWfP - Moab. UT August2011 Run r 1 2 3 4 5 8 7 8 9 10 11 1 12 Date 8C,12011 $102011 8442011 Unit Parameters frWplste gap Irronl 13 2 2 2 2 2 3 3 7 7 7 10 Drum Screw Speec (RPM) 4.6 4.6 36 3.6 4.6 5.6 9.3 6,6 10.0 10.0 10,0 10.9 Flocculation Mixer Speetl (RPM) 20 20 20 20 20 2t} 20 20 20 20 20 20 Flare Open) 2.1 1.5 15 15 2.5 3.5 3.5 3.5 3.5 2.5 3 3 Chemical dosing Polymer Clop Zetag 88405 Ashland Preestal i2'75 FL)t • 20 15 15 15 11 11 15 20 , 20 15 15 11 Flaw Polymer flow (M1Jrnin) Percent Active (%) 38 39 39 46 46 46 46 46 46 4G 46 46 cost Per Norte r51 1•$0 1•s0 1.30 1.27 1,27 1.27 1,27 1,27 1,2.7 1,27 1,27 1.27 Active Peymer0eae Rate !ppm] 665 602 802 710 401 294 394 540 540 591 507 308 Solklst Concemtratian , A Inl9uent Sows C14 2A 3.3 2,7 4.1 4,4 4,1 4.0 31 3.5 3.2 3/ 33 Cak4 Solids Cr+) 21.4 30.2 29.7 34.9 29.6 22.3 27.7 22.0 21.8 23.1 22 5 22.8 Calcukalma Parameters Sea/a Throughput 1/14hour) 30 26 20 31 55 72 70 55 81 40 55 49 ACtiy4 Poem, Use (Ibslton) 89 81 75 57 24 18 25 44 40 ` 44 32 27 Treatment Coat Total Gott per Ton ($) 267 2.34 299 153 66 54 7e 1M 109 122 88 74 Table 2: Volute Dewatering Press results 6 Page 161 of 211 73 s= Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 30/36 PalTech MMES Y+ eftOMION101.OUS uc Volute Dewatering Press Pilot Test Report Moab WVYTP — Moab. UT August 2011 8. Appendix - Table 1 Calculations Expanded Active Polymer Use relates polymer used to solids generated. It is the ratio of active polymer used to solids throughput, and is commonly calculated as pounds of active polymer per dry ton of solids. In order to show this calculation, solids throughput and active polymer flowrate are calculated first. Sludge is assumed to have a specific gravity of 1. Solids Throughput: calculated for one hour. min lb Sludge Flowrate (gpm) * 60 hour * 8.35 gallon _ pounds of sludge per hour 9 influent solids % lbs of sludge — lbs of solids per hour 100 w hour Active Polymer Flow for one hour is calculated from Raw Polymer Flow: mLs of raw polymer min % active lbs * 60 * * .0022 — = lbs of active polymer per hour minute hr 100 mL Active Polymer Use is the ratio of Active Polymer Flow to Solids Throughput: lbs of active polymer per hour * 2000 lbs Ibs of solids per hour ton = lbs of active polymer per dry ton of solids Polymer Cost per Ton of Solids is calculated from Active Polymer Use and Solids Throughput: lbs of active polymer % active = lbs of raw polymer per dry ton of solids dry ton of solids 100 lbs of raw polymer $ * - $ per dry ton of solids dry ton of solids lbs of raw polymer 7 Page 162 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 31/36 400., ,ilor Tech PROMS t-441t iagEP TEC4MOl00E6 U.0 Example calculations for run # 6: Solids throughput: Volute Dewatering Press Pilot Test Report Moab VVWTP — Moab, UT August 2011 3,5 ,gpm * 60 hr * 8.35 9 uon = 1753.5 lbs of sludge per hour 4.1 % * 1753.5 lbs _ 71.89 lbs of solids per hour 100 hour Active Polymer Flow for one hour is calculated from Raw Polymer Flow: 11 mi.s min 46% lbs minute * 60 hr 100 * .0022 »tG = 0.6679 lbs per hour Active Polymer Use is the ratio of Active Polymer Flow to Solids Throughput: 0.66791bs polymer Ibs * 2000 — = 18 lbs of active polymer per dry ton of solids 71.89 lbs solids ton Polymer Cost per Ton of Solids is calculated from Active Polymer Use and Solids Throughput: 18 lbs 46% — 39 Ms of raw polymer per dry ton of solids dry ton of solids 100 39 lbs of raw polymer $ 1.27 dry ton of solids * lbs of raw polymer = $ 50 per dry ton of solids 8 Page 163 of 211 06/13/2014 14:43 3039800664 AMBIENTE H2O INC PAGE 32/36 Ark- '441r _. Tech Figure 4: Cake generated Volute Dewaterin8 Press Not Test Report Moab WWM — Moab, UT August2011 9 Page 164 of 211 -a c m a) Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 33/36 Volute Dewatering Press Innovative sludge dawatering technology offering many advantages over conventional sludge management methods • _...:.1 i:.. .'....E :_.. Page 165 of 211 +EEr PWTech rRL'rfCe YrAZTEWATAI nCMLOEIL] LLC as C cu Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 34/36 Volute Dewatering Press CONCEPT The PWTech" Volute Dewatering Press iS a unique product. originally developed in Japan, that offers many advantages over Current sludge management practices. Patented world- wide, the Volute Dewatering Press is presently used in ever 1,650 installations. The key to the process is the "dewatering drum" This drum can achieve both thickening and pressing {dewatering) of the sludge in a single, compact operation. Thus the Volute Dewatering Press can take sludge as dilute as 0.1 % solids directly from a treatment process, such as an oxidation ditch or clarifier, and produce a cake of over 20% solids. Separate thickening, storage, and conditioning processes are eliminated. In addition, the need for operators, continuous use of wash water, and high power consumption are eliminated. UNIQUE DEWATERING DRLOM DESIGN Screw presses are a neat, simple way of conveying and dewa- tering sludge. They typically have a single bearing or bushing at one end and a gear drive at the other end —simple, robust. and low maintenance. However, the screws for dewatering typically have a casing with openings in it to allow fluid to escape from the sludge as it is pressed. II these openings are tnn small, they constantly plug with solids, preventing fluid from leaving the sludge. Therefore, the openings are usually fairly large, which means that the sludge cannot be pressed ip Spacers Flocculated Sludge In Mickgning 2ona too much as it will extrude through the openings. The result is that screw presses generally do not achieve good cake solids. Unlike traditional screw presses, the Volute Dewatering Press features the unique "dewatering drum." Spacers and fixed rings are held in place on tie rods. Moving rings, slightly smaller than the outer diameter of the screw and slightly nar- rower than the spacers, are located between the fixed rings and are moved by the screw. The constant movement of the moving rings cleans the fine gaps between the moving and fixed rings, preventing clogging. The moving rings also cut into the sludge cake, allowing additional surface area for the release of moisture. The initial section of the dewatering drum is the lhiukening zone. The filtrate is discharged here. The pitch of the screw narrows and the gaps between the rings decrease towards the end-ptate where solids are discharged. Pressing of the sludge occurs here. PROCESS DESCRIPTION Sludge is fed into a mixing tank where polymer is thoroughly mixed in. The sludge then passes through a flocculation tank where gentle mixing and flocculation occurs. From there, the sludge overflows into the dewatering drum and is pressed. The entire operation is controlled by the Volute Dewatering Press control panel. Page 166 of 211 fixed Rings Moving Ring Spacers ma Rod Dewatering Zone Prosiest (Recycled) tt; 13 C Q 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 35/36 THE VOLUTE SYSTEM The Volute Dewatering Press is designed to be a fully automated system capable of starting up, operating, and shutting down with no operator intervention. This is possible because the control panel is designed to control the automated polymer feed system, the unit sludge feed pump, and any conveyors required to remove dewatered cake, all in addition to the Volute Dewatering Press itself. Thus, all components of the dewatering system work together, automatically starting up, operating, and shutting down as required. PWTech can provide complete systems or work with other suppli- ers to provide an integrated package. In addition, unit operating and alarm outputs for connection to plant PLC/SCADA systems are standard. ADVANTAGES • No need for thickeners, sludge storage, or separate dosing facilities • No need for regular operator attendance • Produces high -quality filtrate, does not need to return to the head works (Le high solids recovelyl • Extremely low power consumption —up to 95% less than many other dewatering processes • Low noise and odor generation • Low wash water consumption • Able to handle oily sludges The Volute Oewatering Press is designed to be fully automated, capable of starting up, operating. and *Lilting down with no operator intervention. • Flexible —can deal with feed sludges from <0.2% to >4% • Rapid installation OPERATION AND MAINTENANCE The Volute Dewatering Press requires very little operator atten- tion, other than periodic inspection and chemical replenishment. As a fully automated process, it controls the operation of wast- ing sludge directly from the biological process or clarifier, chemi- cal make-up and dosing, flocculation, and then dewatering. Depending on operating conditions, a partial overhaul of the dewatering drums may be required every three years. This two-hour operation is undertaken in the field, with minimal disruption to plant operation. Results Achieved with the Volute Dewatering Press srr Mgr F,p_- Muniap•r 4 Biological rvr;a 11=_1 1 L-rPc SaGds ]�''I;O: Racu-cry rr'I'r rr 11;: illodi. 1. nr west. Sludge 0.2-1.5 17-25 se 10-22 Digested/Thickened 1.54 -,-- 18 2t to 10 16 Primary 1.4 25.40 95 6-12 Potable Ferric Sludge 5.10 35-45 95 5.10 Alum Sludge } 1-2,5 2D-30 05 44 Lime Slurry 2 2548 91 4.1D Solids generated by the VQiute Dewatering Press. 13 cri d Q Page 167 of 211 06/13/2014 14:43 3033800664 AMBIENTE H2O INC PAGE 36/36 APPLICATIONS The PWTech Volute Dewatering Press has been installed to handle a wide range of sludges. It is especially useful when sludges have a nigh oil and fat content that would blind filter materials. Other sludges the Volute Dewatering Press has been shown to work well on include: • OAF float from slaughter houses and other agricultural processes • Food processing and wash -down wastes • Oil sludge from machining operations • Wastes from textile processing A REVOLUTION IN MUNICIPAL SOLIDS HANDLING The PWTech Volute Dewatering Press can be set up to achieve both wasting and dewatering of sludge in a single operation. By feeding the Volute Dewatering Press directly from the biological process or the RAS piping the unit can automatically switch on and waste and dewater the sludge in one operation. Key bene- fits of this include: • Reduction in operator time with the wasting operation • No need for sludge storage tanks and additional pumping facilities and odor control --can be used to free up existing sludge storage facilities for other uses • Increased process stability (wasting can occur over long periods of time or several times a day) • Direct dewatering prevents additional nulrient load on the treatment plant by removing solids from the system before they break down and release nutrients Standard Volute Dewatering Press Models fri I o l 131101 CS1J1 61:n!mum llpP.Ciiic: GFfd pry ILirr 4 ES122 E5201 ES202 E8301 ESag2 E5303 E5351 E3312, ES393 13 15 20 25 10 20 a0 75 W l 74 82 93 151) 350 109 133 700 105 1,050 130 200 all menthe. 3,9000 arts and wok+.2 are 4awolaranr. Ce5001 i i1vuy fte drerint 4,490 lWer. Please note 1Nl These repech ea ers .nailrzos. The erdreVI C 024E12IC4141 4,0610 0e evoke* 1v eAdOe am 101134 came.wee 10" 01 u•de. 1%. PA WO 11e0.' 49',11 4e6le would ha mobarha for sludge with a sokrtOn40 031lan of or -sr 3%. Tree pens 80.14 nor be e42e4148 w eneee aMgr of nee rirrerere 1n 6^Y Melireice. Consult firer * 5wee aatur021141493Srem or 630e31tk br yg0 agollmtion.Ohnensia^s are power usa 10 Toe irslude tool* 0220, Po4•rer me re•93, and rimy sr etrro. 700 1900 2.100 fl ern r.nsiuns 22 7J 39 tee 174 181 34 40 45 52 H 59 55 Dry 396 396 VAi!thr e3 55 eo 57 550 1,080 1,488 48 84 64 33 1,092 3,028 4,052 3.530 Operpiur❑I 578 010 1,076 1,620 Porcr, IL c 1no OS 2.491 2942 4,730 0,011 5.190 0,3 89 115 5,512 0.8 1.0 1.5 5.1.1 11.580 1.0 2.0 2.5 Le S.3 as 7,500 • Wye. PWToth volute 004e14M40 press pgat unite. 410 is the 93201 show. here, ire rambler to 0602151141e operslioo et YO9r gClary. Co111et1 yaw loot rwTeck repreeenotl+a or FWrech alroatly to arrange thig. Art- Tec h etrocE50 WASTEegms reonooLoCeEs LLG Available in your area from: 410-238-7977 • volute 42 PWTech.us www.PWiech,us Copyright 30 2007. 2008. 2010. 2013. Process Wastewater Technologies LLC Page 168 of 211 i cn Q PWTech PHOCESS WASTEWATER TECHNOLOGIES ING PWTech Volute Dewatering Press updated model information - March 2010 Model Maximum Capacities [GPM] [Dry # / hour] Dimensions [Inches] L W H Weight [Ibs] Dry Operational Power Use [HP] ES101 4 20 68 33 55 396 576 0.5 ES131 8 38 74 33 55 396 610 0.5 ES132 15 75 82 39 55 660 1075 0.6 ES202 28 160 106 40 57 1496 2491 1.5 ES301 35 350 135 45 68 1892 2942 1.5 ES302 70 700 145 52 64 3036 4730 2 ES303 105 1050 154 63 64 4092 6611 2.5 ES351 65 700 160 48 89 3530 5180 2.8 ES352 130 1400 174 61 89 5512 8160 5.3 ES353 200 2100 187 83 89 7500 11580 8.5 All Capacities, dimensions, and weights are approximate Capacities will vary for different sludge types, please consult PWTech for a more accurate assessment of capacity for you application. Dimensions and power use do not include polymer preparation and dosing systems Page 169 of 211 1840 675 1140 1840 675 1140 2000 795 1140 2565 990 1450 2565 1100 1450 3295 995 1850 3695 1400 1850 3695 1600 1850 Page 170 of 211 0.35 0.35 0.4 1.1 1.1 1.5 2 2.1 3.95 6.4 Page 171 of 211 PWTech Process Wastewater Technologies, LLC. Volute Dewatering Press Specification Sheet Model ES302 Volute Dewatering Press Specification Sheet - ES302 General Data Model Information Model: ES302 Over All Dimensions: 145" x 51" x 74" (L x W x H) Optimal Space requirement of installation: 271" x 136" (L x W) Minimum Opening dimensions for installation: 48" x 48" Empty: 3036 I bs Weight Operating: 4730 Ibs Solids throughput: Hydraulic throughput: Power use: Washwater use: 700 Dry pounds per hour 70 GPM 2.9 HP 8GPM intermittent, 20 GPH total co L Dimension: Quantity: 12" diameter x 61" long 2 dThickening Zone: Type 304 Stainless Steel 2 0 Material: Dewatering Zone: Type 304 Stainless Steel 0 ID c Screw: 304 Stainless Steel with CoCr coating 'C a) to Gear Motor Supplier: Nissei Corporation c Model: FSW-55-750-T040 WEX > Motor Power: 0.4 kW (0.54HP) 4-Pole 'i o Insulation: TEFC / IP65 Gear Reduction: 750 : 1 to coca a) c 'X_ E t _CZ ;° m o Dimensions: Volume Working Volume: Material 16" x 28" x 39" (L x W x H) 74.0 Gallons 64.7 Gallons Type 304 Stainless Steel ,o c > 'i 0 Gear Motor Supplier: Model: Motor Power: Motor Insulation: Gear Reduction: Nissei Corporation FSW-30-15-T020 WA 0.2 kW 4-Pole TEFC / IP65 15 : 1 Page 172 of 211 Pa < Agenda co co L m d CD Dimensions: Volume Working Volume: 27" x 27" x 40" (L x W x H) 129 Gallons 103 Gallons c Material Type 304 Stainless Steel 0 as Gear Motor Supplier: Nissei Corporation v c> w 5 Model: FSW-35-60-T040 WE 0 > Motor Power: 0.4 kW (0.54HP) 4-Pole LL o Motor Insulation: TEFC / IP65 Gear Reduction: 60 : 1 a Supply Voltage: 208/240/440/480 VAC d c Service: 3-Phase, 3-Wire (No Neutral) Tc1 w CD Control Voltage: Dual - 24VDC & 115VAC = Minimum Required Breaker Size:* 9 Amps * 480 VAC cu Panel Size: 36"(w) x 48"(h) x 12"(d) L J a) c Panel Material: Type 304 Stainless Steel a Panel Rating: Nema 4X Control Module: Unitronics Vision 570 PLC Polymer System Supplier: Model: Mixing Type: Feed Pump Type: Polymer Feed Capacity: Water Use: Dimensions: Weight: Velocity Dynamics, Inc. VM-5P-600-XOD Variable - Mechanical & Hydraulic Progressive Cavity 0.25 - 5 Gallons per hour 60 - 600 Gallons per hour 24"x34"x42" (LxWxH) -200 Ibs Connections Feed Sludge: Filtrate: Drain: Water: Polymer Water Inlet: Polymer Solutions Outlet. Raw Polymer Feed Inlet: 2" FNPT Coupling 6" ANSI 150# Flange 2" FNPT Coupling 3/4" FNPT Coupling 1" FNPT 1 "FNPT 1 "FNPT Page 173 of 211 Pac Agenda APPENDIX B PROPOSAL SUMMARY TABLE Page 174 of 211 Agenda Evaluation of Proposals Purchase of Dewatering Equipment City of Moab, Utah July 7, 2014 Criteria Vendor/Manufacturer Coombs -Hopkins Alfa Laval Houston, TX Coombs -Hopkins Alfa Laval Houston, TX isiWest Charter Machine Co. Metuchen, NJ Goble Sampson MSD Envr. Services Centerville, OH Ambiente H 2 0 PWTech Rosedale, MD Used (Manufactured 1996, Used (Original manuf. date New or Used New Used (Manufactured 2007) unknown, Rehabilitated in New Upgraded 2007) 2012-2013) Ashbrook S-H Ashbrook S-H Charter Machine Ashbrook S-H Volute° Dewatering Press Manufacturer Name & Model G3 100 1M Klampress (Extended) Type 94 1M 3-belt Klampress 1.7 M Tower Press 1M Klampress ES 302 Lighted Trailer with Air Configuration Skid Mounted Open, Lighted Trailer Lighted Trailer Heated, Lighted Trailer Conditioned Office No - exception taken to entire Generally, but numerous Generally, but a number of Complies with Specifications specification exceptions and differences. mormal differences Yes No - Screw Press Complies with Intent and Equivalent Product Yes Yes Yes Yes Yes 18 mos. m&w after del. 12 mos. after startup 12 months after startup for 12 months after startup Warranty Period 12 months 3 yrs. rolls and coatings 18 mos. after shipment conveyor 18 months after delivery 3 years bearings 26 week after order 10 days as is. Add two weeks 10 days for conveyor in stock Subm. 4 weeks aft. Order Delivery Schedule 30 days 16-18 weeks after appr. for roof and curtains 90 days if special order 16 weeks after appr. Costs Purchase $ 300,200.00 $ 203,000.00 $ 273,792.00 $ 235,000.00 $ 284,000.00 Delivery, Startup, Training $ 14,500.00 $ 12,000.00 $ 14,640.00 $ 9,750.00 $ 14,000.00 Subtotal $ 314,700.00 $ 215,000.00 $ 288,432.00 $ 244,750.00 $ 298,000.00 Curtains and Roof N/A N/A $ 49,780.00 N/A N/A Additional Drum N/A N/A N/A N/A $ 70,000.00 Less Rental Fee Credit N/A N/A N/A $ (12,500.00) N/A Less Return Fee Credit N/A N/A N/A $ (4,900.00) N/A Total $ 314,700.00 $ 215,000.00 $ 338,212.00 $ 227,350.00 $ 368,000.00 Less Return of Dry Poly Sys. N/A N/A N/A $ (8,000.00) N/A Less Red. of Startup Serv. N/A N/A N/A $ (4,875.00) N/A Adjusted Total N/A N/A N/A $ 214,475.00 N/A 60-70 gpm @ 2.5% DS 60-70 gpm @ 2.5% DS 120 gpm 100 gpm 70 gpm @ < 1.0% DS Capacity (with second drum) 750-850 pph DS 750-850 pph DS 2,100 pph DS 1000 pph @ 2% DS 700 pph DS @ > 3.0% DS 18-22% DS 18-22% DS 17-27% DS 17% DS 21-34% DS (26% ave.) Performance 95% capture 95% capture 96% capture 95% capture 99% capture Polymer Usage 15-20 lbs./ton DS 15-20 lbs./ton DS 6-10lbs./ton DS 15-18 lbs./ton DS 18 75 lbs./ton DS (44 ppt ave.) 10 hp booster pump 10 hp booster pump 3 hp booster pump 3 hp booster pump 2 hp compressor 10 hp sludge feed pump 2 hp conveyor 2 hp conveyor 10 hp sludge feed pump 0.75 5 hp sludge feed pump 3 3 hp disc. Conveyor 1.5 hp BFD belt drive 1.5 hp BFD belt drive hp screw conveyor hp conveyor 0.25 hp polymer pump Power Requirements 1 hp polymer system 2 hp polymer system 2 hp disc. Conveyor 2.9 hp screw press and polymer 1 hp polymer mixer 10 hp sludge feed pump 10 hp sludge feed pump 1 hp polymer pump system 10.9 hp 1 hp hyd. power pack unit 1 hp hyd. power pack unit 1.5 hp polymer mixer 3 hp BFP belt drive cont. demand 1 hp hyd. power pack unit 18.5 hp cont. demand 19.5 hp cont. demand 2 hp BFP belt drive 25.75 hp cont. demand 27.25 hp cont. demand 8 gpm intermittent Process Water Requirements 40 gpm wash water 80 gpm wash water 55 gpm wash water 40 gpm wash water 20 gph total Shuttle screw conveyor Conveyor 24" Troughing slider - 30' 11' Troughing slider - 30' Shaftless screw - 30' x 9" Troughing slider - 16' Skid Mounted - no platforms, Galvanized steel sump. Pneumatic system, not Specified unit. The proposed screw press system differs inherently and substantially from the specified railing, lighting, heating, roof, curtains, tool box. Galvanized steel catwalks. hydraulic. Galvanized steel sump. Plastic valves. Notes and Exceptions Some electrical by others. No sludge flow meter. No wash water flow meter. No dry polymer system. No tool box. No drive stations. Others. Agenda belt filter press system. The proposal does not take exception to the specified elements or enumerate the deviations. However, with these differences acknowledged, the unit appears to meet the intent and to supply the needed components to provide the required functionality and performance. Polymer fed from drum by others. No dry polymer system. Conveyor not transportable. Standard hoses only. Relay and timer controls - no network comm. capability. Galvanized steel sump. Some inter connecting piping by others. Higher cost, no trailer, Lower cost, redundant Heretofore unknown This equipment is on site and Higher polymer usage is numerous exceptions and equipment, 3-belt manufacturer. working well and the vendor troubling. Vendor says it's not differences make this system configuration, office space, etc. The most complete and has provided adequate correct and should be similar to unattractive. Additional cost make this system more helpful proposal. support. BFPs, but it's what the report to house the equipment attractive. Larger size and capacity Equipment was reconditioned says. temporarily until new facility Exceptions, differences, better for future needs. prior to lease. Higher cake DS and solids constructed. limitations, etc. decrease Field visit recommended if Delivery, startup, training costs capture are positives. attractiveness. considered further. may be reduced as shown if Comments Costs for certain items not Photos provided show vendor does not come on site. included may need to be equipment to be in well Refund available for cost of dry added. maintained condition. polymer system if not wanted. Drawings and field visit recommended if considered further. Photos provided show equipment in well used (worn) condition. Ranking Exclusive of Cost 4 5 2 1 3 Performance Analysis Net Present Worth $448,598 $356,110 $492,289 $377,044 $579,422 Note: The prices given above are for comparison of equipment selection options and do not necessarily reflect the total price that will be paid for the selected equipment. That amount will be determined by the options, credits and deductions that are accepted and implemented. Some values represent costs that will not have be paid as a result of certain selections, but not a credit against the actual price. Page 175 of 211 r„\ca�S� ms o m 1, m o wa I0.\‘ Environmental Services, inc. July 30, 2014 revised July 31, 2014 revised August 01, 2014 D Mr. Jeff Foster Public Works Director City of Moab 217 East Center Street Moab, UT 84532 Email : jfoster@moabcity.org RE: Moab, Utah - Mobile Belt Press Purchase Dear Jeff, MSD Environmental Services, Inc. is pleased to provide the City of Moab with the following agreement for the purchase of a trailer mounted belt press. MSD is a company that specializes in providing customized high output mobile and skid mounted thickening and dewatering equipment. We've taken our many years of experience in the dewatering industry and incorporated that knowledge and experience into every unit that we put together. Please review the following: Equipment Description The proposed press is an Ashbrook 1 meter unit, Serial Number KP794RW-1887. The following items are included with the skid mounted unit: • 1 - ASHBROOK Belt press. Complete with starters & VFD's. Includes all press and pump controls • 1 - Venturi mixing valve with 4 point injection ring • 1 - Wash water booster pump • 1 - Positive displacement sludge feed pump maximum of 220 GPM • 1 - Neptune emulsion polymer system with 8 GPH, LMI feed pump • 4" Sludge/filtrate hose and 2" Wash water hose • 1 - Trailer with sliding curtain enclosure, 480 volt infra red heaters, wet location lights and folding stainless non slip stairs. 224 Linden Drive Centerville, OH 45459 937-435-9MSD Fax: 937-438-5646 www.msdenvironmental.com Page 176 of 211 Agenda Warranty MSD Environmental Services Inc, warrants the equipment outlined in this agreement for a period of 12 months following delivery of equipment and startup of the Conveyor System. MSD will repair or replace, at its' option, FOB West Alexandria, shop, any defective part or material provided prompt notification is rendered. MSD will warrant the belt press rollers, frame, motors, coatings etc for the warranty period. The buyout items will be replaced at no cost to the owner as long as the equipment is operated and maintained per the maintenance manual provided by MSD. Pumps will be covered by this warranty if not ran dry, or if worn out due to pumping grit, sand or snail shells during digester cleaning. The repair or replacement of items such as light bulbs, grease, oil, belts, plows, doctor blades, seals or chains, pump seals, etc., are not covered by this warranty and are considered normal consumption and routine maintenance. New belts are warranted by the Belt Manufacturer for 2,000 hours. MSD will not assume the cost of any modification or repair of its equipment, unless it specifically gives authority for such action. MSD disclaims any responsibility as a result of changes or additions by others made to its' equipment after shipment from the factory. In no event shall MSD be responsible for special or consequential damages of any nature, including, but not limited to loss of profits or revenues, loss of any equipment, cost of capital, cost of temporary facilities, downtime costs, or other claims brought as a result of breach of contract, warranty, or negligence. THIS WARRANTY IS EXCLUSIVE AND IN LIEU OF ALL OTHERS. MSD MAKES NO WARRANTY AS TO FITNESS OF ITS' PRODUCT(S) FOR ANY PARTICULAR PURPOSE OF MERCHANTABILITY. Under the terms of this proposal the Customer will need to provide the following: 1. All required electrical services — 480 volt, 3 phase, 50 amps, within 100' of unit 2. Potable or non potable water source for belt washing with a 2" camlock connection and water at 60 psi and flow rate of 65 gallons per minute 3. Filtrate receiving point via gravity flow from press, capable of handling desired filtrate flow and additional filtrate hose (4" cam lock) 4. Accessibility to the site for set up, teardown and operations 5. Any additional hoses or fittings needed that are not provided with press 6. All polymer required for proper operation 224 Linden Drive Centerville, OH 45459 937-435-9MSD Fax: 937-438-5646 www.msdenvironmental.com Page 177 of 211 Agenda Pricing: The price for the trailer mounted unit as outlined above is $219,375.00 The current rental agreement will remain in place until MSD receives a signed purchase contract from the City of Moab. As discussed with Bob Mayers, the City of Moab will be responsible for removing the dry polymer system and loading it on MSD's vehicle, as part of the return agreement. Thank you for the opportunity to extend this quotation. If you have any questions or concerns, contact me at 937-313-9314. Sincerely, David A. Deaton President MSD Environmental Services, Inc. 224 Linden Drive Centerville, OH 45459 937-435-9MSD Fax: 937-438-5646 www.msdenvironmental.com Page 178 of 211 Agenda PAYMENT TERMS N30 LIMITATION OF LIABILITY In no event shall either party be liable to the other for consequential, special, or punitive damages. And MSD shall not be liable to the City for any release or environmental violations which may arise from the operation of the Equipment. ACCEPTANCE OF THIS PROPOSAL: We accept the terms and conditions of this proposal as prepared and presented to The City of Moab, UT this 30th day of July, 2014 for the purchase of a one meter Ashbrook belt press. By signing the acceptance of this proposal, the individuals warrant that they have the authority to bind the respective parties in this agreement. MSD Environmental Services, Inc. City of Moab, Utah Signature Signature Title Title Date Date 224 Linden Drive Centerville, OH 45459 937-435-9MSD Fax: 937-438-5646 www.msdenvironmental.com Page 179 of 211 Agenda r. / MOAB CITY COUNCIL MEETING August 5, 2°14 / Agenda Item #: 5-3 / / Title: Approval of a Purchasing Exception for the July Lease Payment for the Dewatering Belt Press for the City Waste Water Treatment Plant Fiscal Impact: $12,500 Staff Presenter(s): Jeff Foster Department: Public Works Applicant: MSD Environmental Services Inc. Background/Summary: See attached Public Works memo dated July 31, 2o14. Options: The City Council may approve the staff recommendation, deny or postpone the item. Staff Recommendation: City staff recommends approval of the Purchasing Exception for payment to MSD Environmental Services Inc. Recommended Motion: "I move to approve item #5-3 Attachment(s): Public Works memo dated July 31, 2014. i Page 180 of 211 (STY OF �� lf CITY OF MOAB Mo- PUBLIC WORKS DEPARTMENT INTEROFFICE MEMORANDUM Date: July 31, 2014 To: Donna Metzler - City Manager Rachel Stenta - Assistant City Manager, City Recorder From: Jeff Foster - Public Works Director Subject: Purchasing Exception for the July lease payment of $12,500.00 to MSD Environmental Services Inc. As you are aware, staff has been in the process of obtaining a permanent solution for sludge dewatering at the Waste Water Treatment Plant. Although the purchase of the dewatering equipment is on the Agenda for the August 5, 2014 City Council Meeting, we have an outstanding invoice for July 2014, that was not covered by the original request approved by the City Council on March 25, 2014. Although this payment is being deducted from the purchase price of the equipment if the purchase is approved, the invoice is outstanding and still needs to be paid. As a result, I am requesting a purchasing exception in the amount of $12,500 dollars to be paid to MSD Environmental Service Inc., for the July 2014 payment. 1 Page 181 of 211 Agenda AGENDA SUMMARY MOAB CITY COUNCIL MEETING August 12, 2U 14 / Agenda Item #: 5-4 / Title: Approving Resolution #34-2014 Fiscal Impact: All monies expended by the City on activities described in Business Expansion and Retention contract will be reimbursed pursuant to the contract, so there will ne no fiscal impact. Staff Presenter(s): Ken Davey Department: Economic Development Applicant: N/A Background/Summary: Resolution #34-2014 allows the City to sign the 2014/15 Business Expansion and Retention Contract with the Governor's Office of Economic Development. The contract reimburses the City for expenses incurred for activities and events covered in the contract. Those expenses include visits to and surveys with local businesses, updating the BEAR database, and providing information and training to businesses based on the results of the visits and surveys. 1 Options: The governing body can approve the contract, reject the contract, or postpone approval of the contract. Staff Recommendation: Staff recommends that the contract be approved. Recommended Motion: "I move that we approve agenda item #5-4" Attachment(s): BEAR Contract Page 182 of 211 Agenda Resolution #34-2014 A RESOLUTION APPROVING A CONTRACT BY AND BETWEEN THE CITY OF MOAB AND THE GOVERNOR'S OFFICE OF ECONOMIC DEVELOPMENT FOR THE BUSINESS EXPANSION AND RETENTION (BEAR) PROGRAM Whereas, the governing body of the City of Moab desires to enter into a contract with the state of Utah Governor's Office of Economic Development to fund a Moab Business Expansion And Retention Program; and Whereas, the contract has been presented to this meeting of the City Council. NOW THEREFORE, WE, THE GOVERNING BODY OF THE CITY OF MOAB DO HEREBY ADOPT THE CONTRACT IN SUBSTANTIALLY THE FORM PRESENTED TO THIS MEETING OF THE CITY COUNCIL, AND AUTHORIZE THE APPROPRIATE INDIVIDUALS TO EXECUTE AND DELIVER SAID AGREEMENT. This resolution shall take effect immediately upon passage. Passed and adopted by action of the Governing Body of Moab City in open session this 12h day of August, 2014. CITY OF MOAB By: David L. Sakrison Mayor Attest: Rachel E. Stenta City Recorder Resolution #34-2014 Page 1 of 1 Page 183 of 211 Agenda f C,LTY O4y, S 4� MOAB MOAB CITY COUNCIL MEETING August 12/ 2014 i Agenda Item #: 5-5 Title: Call for a Public Hearing to Approve Ordinance #2014-08, an Ordinance Approving the Vacation of a Portion of Colorado Avenue and Accepting Additional Property as Right -of -Way to Realign the Street Seventeen Feet to the South Staff Presenter(s): Jeff Reinhart, City Planner Department: Planning and Zoning Applicants: Ben and Melissa Byrd, Pat and Dennis Byrd, and Justin and Alisa Marcus Background/Summary: The proposed vacation of Colorado Avenue consists of seventeen (17) feet along the north side of the street. This vacation will allow the adjacent three lots to develop as other lots in the area. In addition, a dedication from Pat and Dennis Byrd of seventeen (17) feet on the south side of Colorado Avenue will be dedicated to the city to maintain the appropriate right-of-way width. The vacation and dedication result in a realignment of the Colorado Avenue right-of-way that will line up with improvements made for Phase Two of the Preserve Subdivision and will allow the street to extend to the west if necessary. The City Council is the Land Use Authority for this action, which requires that the City Council hold a public hearing. Options: Council may: 1. Send Ordinance #2014-08 to Public Hearing; 2. Send Ordinance #2014-08 to Public Hearing, with changes; 3. Not send Ordinance #2014-08 to Public Hearing 4. Postpone sending the ordinance to Public Hearing adoption if additional information is needed. Staff Recommendation: Staff recommends that the City Council send Ordinance #2014-08 to Public Hearing. Recommended Motion: "I move to approve agenda item #5-5." Attachment(s): Copy of: Ordinance #2014-08 Application documents Aerial Pictures Plat p:\planning department \2014\correspondence\p1-14-038 colorado realignment.docx 1 Page 184 of 211 Agenda COLORADO AVE RIGHT OF WAY RE -ALIGNMENT I'm writing this brief explanation on my application to vacate and re align the Colorado Ave. Right of Way. I am proposing, along with Justin Marcus, and Pete and Pat Byrd, to vacate a 17' strip of R.O.W along the north side of Colorado Ave. on Justin Marcus's, and my twin home lot. Then Pete and Pat Byrd are re dedicating 17' along the south side of Colorado to bring the R.O.W. to the standard 50' which is consistent with the intersecting roads on either end(Palisade, Rainbow Dr.) What this does, is allows Colorado Ave. to run straight through to the West without hitting my lot I'm on now (853 Rainbow Dr.) This will allow for connectivity to the adjoining property to the west later on if necessary. Page 185 of 211 Agenda NORTH 168.02' ITY EASEMENT O 0 c6 O LOT 5 1 15.00' LOT 6 13,486 sck. ft. 0.3 I acres WEST 95.00' R=20.00' L=3 I .4 161 D=090°00'00" CH = N4 5°00'00"E CH L=28.28' / BYRD 0 I-MPA-0068 EAST 1 15.00' LEGEND O UTILITY POLE PROPERTY CORNER FENCE LINE GRAPHIC SCALE 20 0 10 20 40 I " (INCH) = 20 ' (FEET) Agenda a FINAL PLAT CONCHLO SUBDIVISION PALISADES PLAT "A" SUBDIVISION AMENDING LOT G, BLOCK 4 AND LOT 18, BLOCK 2 THE PALISADES PLAT "A" SUBDIVISION LOT 17 AMENDING LOTS 17A, 17B LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST SALT LAKE BASE AND MERIDIAN EAST 285.00' N 0 06 m oz O EAST 50.00' WEST 281.02' BYRD 01-035-004 I 60.00' LOT 17-A 6,995 sci. ft. O. 16 acres R= 20.00' L=31.4I6' D = 090°00'00" CH=S45°00'00"E CH L=28.28' R= 20.00' L-3 1 .42' D = 90°00'00" CH = N45°00'00"E CH L=28.28' STATE OF UTAH ) S.S. COUNTY OF GRAND ) 40.00' LOT 16 N O c6 O ACKNOWLEDGMENT o (-71a � 60.00' LOT 17-8 7,081 sci. ft. O. 16 acres 60.00' WEST 1 90.01' EAST I90.00' 8, 1 75 sc . ft. O. 1 9 acres ON THE DAY OF 201 4 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER( ) OF THE ABOVE OWNER'S DEDICATION, IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. MY COMMISSION EXPIRES NOTARY PUBLIC RESIDING IN GRAND COUNTY ACKNOWLEDGMENT STATE OF UTAH ) S.S. COUNTY OF GRAND ON THE DAY OF 201 4 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER( ) OF THE ABOVE OWNER'S DEDICATION, IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. MY COMMISSION EXPIRES NOTARY PUBLIC RESIDING IN GRAND COUNTY 2 _ �o w co. O v- Z N C C 5' UTILITY EASEMENT ) UTILITY EASEMENT LOT 19 S7900 '43" ❑ ❑ ❑ ❑ LOT 18 14, 196 sq. ft. 0.33 acres 90.01' COLORADO AVENUE CO r- CV O O I` o � O se, 1 116.43► R=235.00' L=44.991' D=010°58'10" CH=S05°29'05"W CH L=44.92' WEST 113.99' LOT 27 THE PRESERVE PHASE 2 SUBDIVISION STATE OF UTAH ) S.S. COUNTY OF GRAND ) R= 20.00' L=3I.4I6' D = 090°00'00" CH = N45°00'00"E CH L=28.28' R= 20.00' L=3 I .42' D=090°00'00" _ CH=S45°00'00"E CH L= 28.28' POINT OF BEGINNING ACKNOWLEDGMENT 0 0 CO 0 WEST 845.66' ON THE DAY OF 2014 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER( ) OF THE ABOVE OWNER'S DEDICATION, IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. MY COMMISSION EXPIRES NOTARY PUBLIC RESIDING IN GRAND COUNTY ACKNOWLEDGMENT STATE OF UTAH ) S.S. COUNTY OF GRAND ) ON THE DAY OF 2014 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER( ) OF THE ABOVE OWNERS DEDICATION, IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. MY COMMISSION EXPIRES NOTARY PUBLIC RESIDING IN GRAND COUNTY 1 EAST QUARTER CORNER 1 SECTION 35, T25S, R21 E, SLB&M (FOUND MONUMENT) z • • -N Q � w Li) m N u� O c0 N cm Q o mo u� SOUTH I84.50 SOUTHEAST CORNER SECTION 35, T25S, R21 E, SLB&M 44_ (FOUND MONUMENT) STATE OF UTAH COUNTY OF GRAND ON THE Surveyor's Certificate I, Lucas Blake, do hereby certify that I am a Registered Utah Land Surveyor, and that I hold certificate no. 7540504 as prescribed under the laws of the State of Utah, and I further certify that under authority of the owners, I have made a survey of the tract of land shown on this plat and described below, and have subdivided said tract of land into lots and streets, hereafter to be known as CONCHLO SUBDIVISION and that same has been correctly surveyed and staked on the ground as shown on this plat. Boundary Description Beginning at a point South 184.56 feet and West 845.GG feet from the East Quarter corner of Section 35, Township 25 South, Range 21 East, Salt Lake Base and Meridian, and running thence West 1 1 3.99 feet; thence South 00°00' I G" West 17,02 feet; thence West 281.02 feet; thence North 1 G8.02 feet; thence East 285.00 feet; thence North 21.88 feet; thence South 79°01 '43" East I I G.43 feet; thence 44.99 feet along a 235.00 foot radius curve to the left with a central angle of 10°58' 1 0" (chord bears South 5°29'05" West 44.92 feet); thence South 106.00 feet to the point of beginning. Contains G5726.73 sq. ft. OR acres 1.509 acres Area dedicated as part of Colorado Avenue Beginning at a point South 1 84.5G feet and West 845.GG feet from the East Quarter corner of Section 35, Township 25 South, Range 2 I East, Salt Lake Base and Meridian, and running thence West 1 1 3.99 feet; thence South 00°00' 1 G" West 17.02 feet; thence West 281.02 feet; thence North 8.02 feet; thence East 1 1 5.00 feet; thence North 9.00 feet; thence East 50.00 feet; thence 3 1 .4 1 feet along a 20.00 foot radius curve to the right with a central angle of 90°00'00" (chord bears North 45°00'00" East 28.28 feet); thence East 190.00 feet; thence 31.42 feet along a 20.00 foot radius curve to the right with a central angle of 90°00'00" (chord bears South 45°00'00" East 28.28 feet) to the point of beginning. Contains 8,175 sci. ft. OR 0.19 acres OWNER'S DEDICATION Know all men by these presents that we, the undersigned owners( ) of the above described tract of land, having caused same to subdivided into lots and streets hereafter to be known as the CONCHLO SUBDIVISION do hereby dedicate for perpetual use of the public all parcels of land shown on this plat as intended for public use. In witness whereof we have hereunto set ,{,9�s/r� this 3-rie day of A.D., 2014. ACKNOWLEDGMENT ) S.S. DAY OF 20 14 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER( ) OF THE ABOVE OWNER'S DEDICATION, IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. MY COMMISSION EXPIRES NOTARY PUBLIC RESIDING IN GRAND COUNTY ACKNOWLEDGMENT STATE OF UTAH ) S.S. COUNTY OF GRAND ) ON THE 19DAY OF V�.ttv�- 2014 PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF GRAND, IN SAID STATE OF UTAH, THE SIGNER(S) OF THE ABOVE OWNER'S DEDICATION. -t'wc IN NUMBER, WHO DULY ACKNOWLEDGED TO ME THAT SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PUSS THEREIN MENTIONED. MY COMMISSION EXPIRES a- S - :. o f . NOTARY PUBLIC f RESIDING IN GRAND COUNTY FINAL PLAT CONCHLO SUBDIVISION PALISADES PLAT "A" SUBDIVISION AMENDING LOT G, BLOCK 4 AND LOT 18, BLOCK 2 THE PALISADES PLAT "A" SUBDIVISION LOT 17 AMENDING LOTS 1 7A, 17B LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST SALT LAKE BASE AND MERIDIAN o RACHELE STENTA Notary Public State of Utah Cow. No. 004153 w 4111NN Exam Oee 16.1014 RED DESE Land Surveying 3764 Prickly Pear Cir. # I A4 Moab, IJT 84532 435.260.0 104 APPROVAL BY MOAB CITY MAYOR APPROVED THIS DAY OF MAYOR, MOAB CITY ATTEST: A.D., 2014, BY COUNTY RECORDER NO. STATE OF UTAH, COUNTY OF GRAND, RECORDED AT THE REQUEST OF DATE TIME BOOK PAGE FEE COUNTY RECORDER Page 186 of 211 CITY OF MOAB ORDINANCE #2014-08 AN ORDINANCE APPROVING THE VACATION OF PORTION OF THE COLORADO AVENUE PUBLIC RIGHT- OF-WAY AS PLATTED IN THE PALISADES SUBDIVISION, PLAT "A", AND AMENDING LOT 6, BLOCK 4, LOT 18, BLOCK 2, AND LOTS 17A AND 17 B AND ACCEPTING A DEDICATION OF PROPERTY TO MAINTAIN THE RIGHT-OF-WAY WIDTH OF FIFTYFEET AND REALIGNING THE COLORADO AVENUE RIGHT-OF-WAY WHEREAS, Benjamin and Melissa Byrd at 854 Rainbow Drive, Dennis and Patricia Byrd at 826 Colorado Avenue, and Justin and Alisa Marcus at 818 Colorado Avenue in Moab, Utah 84532, and as the "Owners" of record of the properties described as Lot 6, Block 4, Lot 18, Block 2 and Lots 17a and 17b of Palisades Subdivision , Plat "A", have applied for an amended plat with a partial vacation of the platted but undeveloped street right-of-way (ROW) known as Colorado Avenue; and WHEREAS, Owners have negotiated an additional dedication of right-of-way for Colorado Avenue to the City of Moab to maintain the required minimum right-of-way width of fifty (50) feet as described in Attachment "B" and effectively realign the street to be in line with previously constructed improvements; and WHEREAS, the Moab City Council ("Council") held a duly advertised public hearing on August 26, 2014, to hear public testimony and review the request to realign the described portion of the Colorado Avenue right-of-way as shown on the attached plat (Attachment A); and WHEREAS, Council has determined that the request for the realignment of the described portion of Colorado Avenue is in keeping with the General Plan Elements for Transportation that "involves planning for arterial, collector, and local traffic circulation", and found that the applicant has proven "good cause" to support the requested vacation; and WHEREAS, Council has found that the proposed vacation: Does not conflict with adopted policies or plans, Will not generate adverse impacts on the health, safety, and/or general welfare of the community, Will not result in future traffic problems, Provides for an adequate street right-of-way width to accommodate projected traffic impacts for future development, and Will not cause streets and intersections in the neighborhood to see decrease in an appropriate Level of Service (LOS) WHEREAS, it has been determined that the amended ROW, as adjusted by the applicants, satisfies the intended use of the street by the adjacent properties; and WHEREAS, Council, after due deliberation based on the evidence and testimony presented at said public hearing, has found that that the requested vacation of existing right-of-way, and dedication of additional right-of-way for the realignment of Colorado Avenue satisfies with the goals of the General Plan regarding transportation and circulation, "To achieve a safe, efficient, and convenient transportation system that addresses the need for all levels of circulation"; and Page 187 of 211 Agenda NOW, THEREFORE, subsequent to consideration of Staff recommendations, and having reviewed the technical aspects of the proposed right-of-way vacation and dedication, Council, by the adoption of Ordinance #2014-08, hereby approves the request for the vacation of the right-of-way, accepts the dedication of additional right-of-way and approves the realignment of the public right-of-way for the currently platted Colorado Avenue as indicated on Attachment "A". PASSED AND ADOPTED by action of the Moab City Council in open session this 26th day of August, 2014. ATTEST: Rachel Stenta Moab City Recorder P:\planning\2014\Ordinances\ord 2014-0800lorado R-O-W vaoation.doox Dave Sakrison Mayor Page 188 of 211 Agenda City of Moab Planning Department 217 East Center Street Moab, Utah 84532-2534 (435) 259-5129 Fax (435) 259-0600 Receipt No. Date Paid: Application No. (For City Use Only) PETITION FOR STREET VACATION, DEDICATION, OR NAME CHANGE FEE: $200.00 Application for street located at: Sj'i / ibu'Lltei U/C , Date: Petitioner: .0e7AIXI/I ZYtev Phone N..: 5 (All current owners of property abutting subject street must sign application below) Email:afAeaYL,02ell.�sr✓rjc,raeff-r,�rFax: 61. G}-3.1a Cell No�4, .02323 Mailing Address: 3T-3 Zsta.pet, ) 1. If the petition is for a street vacation, please indicate the reason for the vacation: • A Tom. AitsJ Acss• Zip Code: S�S-3o? 2. If the petition is for a street vacation, a legal description for the subject street or that area proposed to be vacated must accompany this application. (Exhibit A) 3. If the petition is for a street dedication, please submit two copies of the dedication plat. (1-11X17; 1-24x36) 4. If the petition is for a street name change, what is the current name of the street? What is the proposed name? 5. Pleasept the names and addresses of all property owners abutting the affected street: (Use additional sheets if needed.) Each owner listed in #5 above who is a party to and/or consents to this petition should submit a separate owner's affidavit as attached. Page 1 of 2 Page 189 of 211 cc a) ca Q PETITION FOR STREET VACATION, DEDICATION, OR NAME CHANGE -PROPERTY OWNER AFFIDAVIT - STATE OF UTAH) ss COUNTY OF GRAND) I (We), 3401/ TAY:4F/ss4 am (are) the owner(s)* of the and the information provided my (our) knowledge. &top., being duly sworn, depose and say that I (We) property identified in the attached application and that the statements herein contained in the attached plans and other exhibits are in all respects true and correct to the best of (Property OwProperty Owner) (AuthorizAgent) this (N • ary) Residing in Grand County, Uta. My commission expires: ( �Jc? day of \� , 20 \A . NOTARY PUBUC CHANTELL WYNONA MURPHY • 651265 COMMISSION EXPIRES DECEMBER 27, 2015 STATE OF UTAH *Shall be the owner -of -record as listed by the Grand County Recorder's Office or may be the authorized agent of the owner as listed below. AGENT AUTHORIZATION I (We), , the owner(s) of the real property described in the attached application, do authorize as my (our) agent(s) represent me (us) regarding the attached application and to appear on my (our) behalf before any City Boards considering this application and to act in all respects as our agent in matters pertaining to the attached application. Property Owner) (Property Owner) to Dated this day of , 20 , personally appeared before me , the signer(s) of the above instrument who duly acknowledged to me that they executed the same. (Notary) Residing in Grand County, Utah My commission expires: vacation application.docx Page 2 of 2 Page 190 of 211 P:/planning/forms/street cc s= Ia Q PETITION FOR STREET VACATION, DEDICATION, OR NAME CHANGE -PROPERTY OWNER AFFIDAVIT - STATE OF UTAH) : ss COUNTY OF GRAND) I (We), ��y,vR• of fxlEd SYdr,j•4 , being duly sworn, depose and say that I (We) am (are) the owner(s)* of the property identified in the attached application and that the statements herein contained and the information provided in the attached : ans and other exhibits are in all respects true and correct to the best of my {stir) knowledge. �-7— I." (Property Owner,Owner) (Authorized Agent) Sul Fribed and sworn to me this (Notary) Residing in Grand County, Utah My commission expires: \. day of 20 \ . NOTARY PUBLIC Tiaha Ayers 651287 My Commission Expires January 09, 2016 STATE OF UTAH *Shall be the owner -of -record as listed by the Grand County Recorder's Office or may be the authorized agent of the owner as listed below. AGENT AUTHORIZATION I (We), J the owner(s) of the real property described in the attached application, do authorize as my (our) agent(s) to represent me (us) regarding the attached application and to appear on my (our) behalf before any City Boards considering this application and to act in all respects as our agent in matters pertaining to the attached application. Property Owner) (Property Owner) Dated this day of , 20 , personally appeared before me , the signer(s) of the above instrument who duly acknowledged to me that they executed the same. (Notary) Residing in Grand County, Utah My commission expires: P: /planning/forms/street vacation application.docx Page 2 of 2 Page 191 of 211 ca s= a) Q above instrument who duly acknowledged to me that they executed the same. (Notary) Residing in Grand County, Utah My commission expires: vacation application.docx Page 2 of 2 Page 192 of 211 PETITION FOR STREET VACATION, DEDICATION, OR NAME CHANGE -PROPERTY OWNER AFFIDAVIT - STATE OF UTAH) : ss COUNTY OF GRAND) Rktelk M„���OirAd_ ' Y ` (We),v5� 1K. Aft AA!!ir Cv S , being duly sworn, depose and say that I (We) am (are) the owner(s)* of the property identified in the attached application and that the statements herein contained and the information provided in the attached plans and other exhibits are in all respects true and correct to the best of my �: r)� no , dg operty Owner) (Property Owner) (Authorized Agent) CtQuia tmituAr Subscribed and sworn to me this 8 44 (Notary) Residing in Grand County, Utah My commission expires: /a - /I— / b day of f v , 20 / JENNIE ROSS Notary Public State of Utah Comm. No. 661521 My Comm. Expires Doc 11. 2016 *Shall be the owner -of -record as listed by the Grand County Recorder's Office or may be the authorized agent of the owner as listed below. AGENT AUTHORIZATION I (We), , the owner(s) of the real property described in the attached application, do authorize as my (our) agent(s) to represent me (us) regarding the attached application and to appear on my (our) behalf before any City Boards considering this application and to act in all respects as our agent in matters pertaining to the attached application. Property Owner) (Property Owner) Dated this day of , 20 , personally appeared before me , the signer(s) of the P:/planning/forms/street cc s= Q Colorado Avenue N 1 inch = 50 feet 0 25 50 100 Feet " 4 " tip, %.P " �% 41 41. 1 4 r " " T " " " " " " " -.00,11 IJ4 - 4 till 1 P i 4  -', , lir P 1 . 1 1 ki I k i i:i .. I.- 4 t 1 11 4% " .1 L 40 RAI  :r e i " 1. 1111 " " i" I I 14; 4' I IP' 1 1lP 'id " I k't 4 F I (4.) -1,1101 P. I 4 1�% 11 4 ti 1 - *. 6 irk II ; I ' Ill e .. 1 r ' f .1 1 II i il il ' ji 1 1 ! f 1, 11 i 0 11 .r � til ; i ill ' j/Pililliiiri j 1 f 1 " " ) f i . 0 . P J i f 1 - 1 r . 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" .a• MOAB CITY COUNCIL MEETING August 12, 2014 I Agenda Item #: 5-6 PL-14-037 Title: Approval of Ordinance #2014-07, An Ordinance Adopting The 2012 International Building Code plus appendices G and J, 2012 International Residential Code, 2012 International Plumbing Code plus appendix C, 2012 International Fuel Gas Code, 2012 International Energy Conservation Code, 2012 International Property Maintenance Code, 2012 International Fire Code, 2009 American National Standards for Accessibility and Useable Buildings and Facilities A117.1, 2014 National Electrical Code, published by National Fire Protection Association, 1997 Uniform Code for the Abatement of Dangerous Buildings published by International Conference of Building Officials and the American National Standards for Accessibility and Useable Buildings and Facilities, A117.1-2003 Staff Presenter(s): Jeff Reinhart, City Planner Department: Planning and Zoning `Applicant: Staff Background/Summary: The Utah Legislature has adopted the 2012 International Building Code family to manage construction within the state. Adoption of the most current code versions, as well as other factors, help keep insurance costs down for everyone, maintain property values, and create higher levels of safety. The codes provide a practical method with minimal requirements for the construction of residential and nonresidential buildings to avoid endangering the life, limb, health, and welfare of the general public. The codes may also require improvements, repair, vacation, or demolition of structures that do not meet minimum standards of heating, cooling, light, or basic shelter. Options: Council may: 1. Approve Ordinance #2o14-o7 as written; 2. Not approve Ordinance#2o1.4-o7 and still operate under the code family from 2oo9 3. Table the ordinance if additional information is needed. Staff Recommendation: Staff recommends that Ordinance #2014-07 be adopted so the Moab Municipal Code will comply with state Code. 1 J Page 196 of 211 Agenda Moab City Council PL-09-150 November 16, 2009 Portal Vista Default Recommended Motion: I move to approve Ordinance #2014-07 as submitted. Page 2 of 2 Attachment(s): Copy of: Ordinance #2014-07 p:\planning department \2014\correspondence \p1-14-008 cc jensen plat amendment.docx Subject: Discussion The Utah Legislature has adopted the 2009 International Building Code family to manage construction within the state. Adoption of the most current code versions, as well as other factors, help keep insurance costs down for everyone, maintain property values, and create higher levels of safety. The codes provide a practicable method with minimal requirements for the construction of residential and nonresidential buildings to avoid endangering the life, limb, health, and welfare of the general public. The codes may also require improvements, repair, vacation, or demolition of structures that do not meet minimum standards of heating, cooling, light, or basic shelter. Page 197 of 211 Agenda Moab City Council PL-09-150 November 16, 2009 Portal Vista Default Recommendation Staff recommends that this ordinance be adopted so the Moab Municipal Code will comply with state Code. p:\planning department\2010\correspondence\p1-10-168 cc ph ibc's,docx Page 2 of 2 Page 198 of 211 Agenda ORDINANCE #2014-07 AN ORDINANCE TO ADOPT THE 2012 INTERNATIONAL BUILDING CODE PLUS APPENDICES G and J, 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL MECHANICAL CODE, 2014 NATIONAL ELECTRICAL CODE, 2012 INTERNATIONAL PLUMBING CODE PLUS APPENDIX C, 2012 INTERNATIONAL FUEL GAS CODE, 2012 INTERNATIONAL ENERGY CONSERVATION CODE, 2012 INTERNATIONAL PROPERTY MAINTENANCE CODE, 2012 INTERNATIONAL FIRE CODE, 1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS AND AMERICAN NATIONAL STANDARDS INSTITUTE 117.1-2009 WHEREAS, Moab City, Utah, (City) desires to adopt the International Code Council family of International Codes in order to establish the minimum requirements to safeguard the public health, safety and general welfare through structural strength, means of egress facilities, stability, sanitation, adequate light and ventilation, energy conservation, and safety to life and property from fire and other hazards attributed to the built environment and to provide safety to fire fighters and emergency responders during emergency operations; and WHEREAS, the same codes have provided minimal standards to ensure that structures in the City are constructed in such a manner as to be safe and retain value; and NOW, THEREFORE, the City Council of the City of Moab ("Council") does ordain as follows: Section 1. That certain documents, copies of which are on file and are open for inspection of the public in the office of the Moab City Recorder and being marked and designated as: The 2012 International Building Code plus appendices G and J, 2012 International Residential Code, 2012 International Plumbing Code plus appendix C, 2012 International Fuel Gas Code, 2012 International Energy Conservation Code, 2012 International Property Maintenance Code, 2012 International Fire Code, published by International Code Council Inc., 2008 National Electrical Code, published by National Fire Protection Association, 1997 Uniform Code for the Abatement of Dangerous Buildings published by International Conference of Building Officials and the American National Standards for Accessibility and Useable Buildings and Facilities, American National Standards Institute117.1-2009 published by the Council of American Building Officials as modified by the 2012 International Building Code referenced herein: The above mentioned are hereby adopted as the code of the City of Moab, Utah for regulating the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area and maintenance of all buildings or structures in the City of Moab providing for issuance of permits and collection of fees therefore; Section 2. A violation of any provision of this ordinance is a class B misdemeanor, unless otherwise provided. Section 3. That all other ordinances or parts of ordinances in conflict herewith are hereby repealed. Section 4. That if any section, subsection, sentence, clause or phrase of this ordinance is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the Page 199 of 211 remaining portions of this ordinance. The Moab City Council hereby declares that if one or more of these sections, subsections, clauses or phrases shall be declared unconstitutional, that all other sections, etc. shall remain in full force and effect. Section 5. This ordinance shall take effect immediately upon passage. PASSED AND ADOPTED by action of the Governing Body of the City of Moab in open session this day of August, 2014. ATTEST: Rachel Ellison Dave Sakrison Moab City Recorder Mayor of Moab City PAPLANNING DEPARTMENT \2014\Ordinances\#2014- 07IBC 2012.dacx Page 200 of 211 MOAB CITY COUNCIL MEETING Agenda Item #: 5-7 [Title: Adoption of Council Resolution #33-2014 Approving a Two Lot Minor Subdivision of Property Located in the R-2 Zone at 394 Loveridge Drive Staff Presenter(s): Jeff Reinhart, City Planner Department: Planning and Zoning Applicant: James Pouchert and Marta Empinotti PL-14-03fi Background/Summary: This application is a request for creating two lots from a single lot located on the northwest corner of the intersection of Loveridge Drive and Mill Creek Drive. The subdivision will create a lot with 7,250 square feet and a lot consisting of 7,608 square feet. The lot sizes exceed the minimum lot size for duplex units in the R-2 residential zone. The request complies with State Code Chapter 10-9a-608(2) where the Land Use Authority (Council) can approve a subdivision without a public hearing if: (a) the petition seeks to: (i) join two or more of the petitioner fee owner's contiguous lots; (ii) subdivide one or more of the petitioning fee owner's lots, if the subdivision will not result in a violation of a land use ordinance or a development condition; (iii) adjust the lot lines of adjoining lots or parcels if the fee owners of each of the adjoining lots or parcels join in the petition, regardless of whether the lots or parcels are located in the same subdivision; (iv) on a lot owned by the petitioning fee owner, adjust an internal lot restriction imposed by the local political subdivision; or (v) alter the plat in a manner that does not change existing boundaries or other attributes of lots within the subdivision that are not: (A) owned by the petitioner; or (B) designated as a common area; and (b) notice has been given to adjacent property owners in accordance with any applicable local ordinance. This requested minor subdivision meets the applicable requirements listed in state law and Moab Municipal Code Section 16.08.020 Exceptions --Final plat, that states, "In subdivisions of less than five lots, land may be sold after recording of a plat, if... Each lot within the subdivision meets the frontage width and area requirements of the zoning title or has been granted a variance from such requirements by the appeal authority." 1 Page 201 of 211 Agenda Page 2 of 2 Options: Council may: 1. Approve the minor subdivision as submitted; 2. Table the petition if additional information is needed. Staff Recommendation: Staff recommends that this application be approved by Council because it satisfies the requirements of Utah State Code and the MMC . Recommended Motion: I move to approve Resolution #33-2014 as submitted. Attachment(s): Copies of: Proposed plat Signed Petition to Vacate, Alter, or Amend a Subdivision Plat Narrative Aerial Resolution #33-2014 p:\planning department \2014\correspondence \p1-14-030 Pouchert Suhdivision.docx Page 202 of 211 Agenda CITY OF MOAB RESOLUTION #33-2014 A RESOLUTION APPROVING A FINAL PLAT FOR THE POUCHERT TWO -LOT MINOR SUBDIVISION LOCATED AT 394 LOVERIDGE DRIVE IN THE R-2 RESIDENTIAL ZONING DISTRICT WHEREAS, Marta Empinotti-Pouchert and James Pouchert of 126 Old Post Office Road, as the "Owners" of record ("Owner") of a .34 acre parcel on the northwest corner of the intersection of Loveridge Drive and Mill Creek Drive in the R-2 Zone has applied to the city for approval of a 2-lot Minor Subdivision on said property; and WHEREAS, the applicant provided the City of Moab with the necessary documents, plans and drawings to complete the application for review of said subdivision as required in Code Title 16, Subdivisions; and WHEREAS, Owners can exercise the exception for a public hearing as established in Utah State Code 10-9a-608 and MMC Chapter 16.08.020 if the subdivision is owned by the applicants and dedication of right-of-way is not required; and WHEREAS, the Moab City Council ("Council"), having considered Staff recommendations, finds that the Final Plat of The Pouchert Two Lot Minor Subdivision has met or can meet the requirements of Utah State Code and Title 17 of the Moab Municipal Code; and NOW, THEREFORE, be it resolved by Council, that adoption of Resolution #33-2014 favorably approves the two lot minor subdivision without conditions. Passed and adopted by action of the Governing Body of the City of Moab in open session this 12th day of August, 2014. ATTEST: Rachel E. Stenta, Recorder SIGNED: David L. Sakrison, Mayor Page 203 of 211 394 Loveridge Dr. 1 inch = 30 feet 0 20 40 80 Feet Page 204 of 211 N Agenda :d x rllrr r w 10 or 7did k} } � -y * 4 i � ' w 'y I' Or SA _ + 1 • T .Ar — fte { •� At qft, 44b,k ` "• _ d. IP 4 # � T,ft ' 3 ' aF dlL .� # + t T + # ; Ib* t IL + _ 4 R kir 44 u dob a +� dL Y f / d dL V AL 4- 4b ' - LIII i,� . 6-1.- —— --Sr 0 x 1.� --1116 'y i kqp lei ' -Mn.r { M # i d i ir , '+ . _ # +Or � 1 •. ' •-dtf` _ # :•r 7�t Jl; # h - ; 04 •fit - , _ di pr q6 q jr, rh L . g — , doer .0p It •� 4L� _ s v + T. 'ems. --� .-.` +4~� 49 -b IF dw lb qW y * ' r + + j + Fa** # r + h ip } , ,~ �r -94. ■ , a #� i 40 Now f. Y r_ . p I' ■ lid r�. lob + , ' . • L' . Al # t ■•r ■ . 1 k a , R i i FILM. WiP I Wit' Fee - $100.00 plus $25.00 per amended lot or unit Receipt No. PETITION TO VACATE, ALTER OR AMEND A SUBDIVISION PLAT Utah State Code 10-9a-60�8,(2)(a1) Applicant: IP0 J Ckki� Phone: 6SC) Mailing Address: 1�� ®� ``��®���� ' '+� E-mail:G1-�CyF�ktSEe Size of Properties: Lyr S i4­g o D. 3 q Ac rrs Location of Affected Properties: 32 y L& IIE A JCA . � 11I & � P� � � �l 5-3 A short narrative desaffiing the reason for ifie amendment is required and is part of complete application. Failure to submit a narrative will delay review of the application. This section of the Utah Code allows for the vacation, alteration or amendment to a subdivision plat without a public hearing if the petition seeks to: i. Join two or more of the petitioner fee owner's contiguous lots; ii. Subdivide one or more of the petitioning fee owner's lots, if the subdivision will 'not result in a violation of a land use ordinance or a development condition; iii. Adjust the lot lines of adjoining lots or parcels if the fee owners of each of the adjoining lots or parcels joins in the petition, regardless of whether the lots or parcels are located in the same subdivision; iv. On a lot owned by the petitioning fee owner, adjust an internal lot restriction imposed by the local political subdivision; or V. Alter the plat in a manner that does not change existing boundaries or other attributes of lots within that subdivision that are not: (A) Owned by the petitioner; or (B) Designated as a common area; and vi. The vacation, alteration or amendment is approved by the Moab City Council; and, vii. An amended plat showing the vacation, alteration, or amendment is submitted, signed by the City Council and recorded in the office of the county recorder in which the land is located; and viii. The document having satisfied all of the above conditions is to be recorded at the Grand County Recorders Office, 125 East Center, Moab, Utah, within thirty (30) days of approval by the Moab City Council. Page 206 of 211 EI PETITION TO VACATE, ALTER OR AMEND A SUBDIVISION PLAT page 2 DATE OF CITY COUNCIL APPROVAL: MAYOR Dave Sakrison ATTEST: CITY RECORDER Rachel Stenta Date Date Page 207 of 211 PETITION TO VACATE, ALTER OR AMEND A SUBDNISION PLAT OWNERS: MA eA Eri&I O-1 ' yes �. G"��G � 03 A/ ate 11 Date State of ) County of ) page 2 On the day of , personally appeared before me (name of owner(s)) My Commission Expires: • Yn, 4 , who duly acknowledged to me that they executed the same. Notary Public Residing in CM�ICk0 ' a l Date C�M�S LL/kn— Date State of ) County of ) On the day of , personally appeared before me My Commission Expires: (name of owner(s)) , who duly acknowledged to me that they executed the same. Notary Public Residing in Page 208 of 211 EI June 3rd, 2014 Dear Sir/Madam, We would like to subdivide the lot we own on 394 Loveridge Drive, Moab since the lot is 0.34 acres which fits within the requirements. The plan is to build a duplex in each one of the lots. Regards, Marta Empinotti and James uchert Page 209 of 211 M 10 0) w&3~ w 2~ �N oca <pm z0 ao_=aJj�mo �(�[} �i o ff♦ 9. aV Mci JpJ ? N O WW� W9WW W = WL� ~v T6W �MrI� yOjWm LL 2V0> J Y/ O mc$m� LLm i �$Y��ioc Zoe ODD C pZ O d N O W ���WUx N O~h O`c`��<Rb �O0 O mK F 1* ^ ��WSQC Y_2 JH Y < Qom 4ioK o 2 z�3mo_ r~6srj $ g�� QO Z ? 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LC.IN/ Agenda O m L a ,e o ws t m W W K N U K SIN m H N F £cu l9 ------------- .�-------L _---------- '� w -$ZN M.99.OZAN S N U K \_ m WF N 3~ Page 210 of 211 2lo-iz34 2- S Page 211 of 211